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Gateway Arch

An arch is a curved vertical structure spanning an open space underneath it.[1] Arches may support the load above them, or they may perform a purely decorative role. As a decorative element, the arch dates back to the 4th millennium BC, but structural load-bearing arches became popular only after their adoption by the Ancient Romans in the 4th century BC.[2]

Arch-like structures can be horizontal, like an arch dam that withstands a horizontal hydrostatic pressure load.[3] Arches are usually used as supports for many types of vaults, with the barrel vault in particular being a continuous arch.[4] Extensive use of arches and vaults characterizes an arcuated construction, as opposed to the trabeated system, where, like in the architectures of ancient Greece, China, and Japan (as well as the modern steel-framed technique), posts and beams dominate.[5]

The arch had several advantages over the lintel, especially in masonry construction: with the same amount of material an arch can have larger span, carry more weight, and can be made from smaller and thus more manageable pieces.[6] Their role in construction was diminished in the middle of the 19th century with introduction of wrought iron (and later steel): the high tensile strength of these new materials made long lintels possible.

Basic concepts

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Terminology

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A true arch is a load-bearing arch with elements held together by compression.[7] In much of the world introduction of the true arch was a result of European influence.[2] The term false arch has few meanings. It is usually used to designate an arch that has no structural purpose, like a proscenium arch in theaters used to frame the performance for the spectators, but is also applied to corbelled and triangular arches that are not based on compression.[8][9]

Masonry arch elements

A typical true masonry arch consists of the following elements:[10][11][12]

  1. Keystone, the top block in an arch. Portion of the arch around the keystone (including the keystone itself), with no precisely defined boundary, is called a crown
  2. Voussoir (a wedge-like construction block). A compound arch is formed by multiple concentric layers of voussoirs. The rowlock arch is a particular case of the compound arch,[13] where the voussoir faces are formed by the brick headers.[14]
  3. Extrados (an external surface of the arch)
  4. Impost is block at the base of the arch (the voussoir immediately above the impost is a springer). The tops of imposts define the springing level. A portion of the arch between the springing level and the crown (centered around the 45° angle[15]) is called a haunch. If the arch resides on top of a column, the impost is formed by an abacus or its thicker version, dosseret.[16]
  5. Intrados (an underside of the arch, also known as a soffit[7])
  6. Rise (height of the arc, distance from the springing level to the crown)
  7. Clear span
  8. Abutment[17] The roughly triangular-shaped portion of the wall between the extrados and the horizontal division above is called spandrel.[18]

A (left or right) half-segment of an arch is called an arc, the overall line of an arch is arcature[19] (this term is also used for an arcade).[20] Archivolt is the exposed (front-facing) part of the arch, sometimes decorated (occasionally also used to designate the intrados).[21] If the sides of voussoir blocks are not straight, but include angles and curves for interlocking, the arch is called "joggled".[22]

Arch action

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Arch (A) action diagram in comparison with a beam (B)

A true arch, due to its rise, resolves the vertical loads into horizontal and vertical reactions at the ends, a so called arch action. The vertical load produces a positive bending moment in the arch, while the inward-directed horizontal reaction from the spandrel/abutment provides a counterbalancing negative moment. As a result, the bending moment in any segment of the arch is much smaller than in a beam with the equivalent load and span.[23] The diagram on the right shows the difference between a loaded arch and a beam. Elements of the arch are mostly subject to compression (A), while in the beam a bending moment is present, with compression at the top and tension at the bottom (B).

In the past, when arches were made of masonry pieces, the horizontal forces at the ends of an arch (so called thrust[24]) caused the need for heavy abutments (cf. Roman triumphal arch). The other way to counteract the forces, and thus allow thinner supports, was to use the counter-arches, as in an arcade arrangement, where the horizontal thrust of each arch is counterbalanced by its neighbors, and only the end arches need to buttressed. With new construction materials (steel, concrete, engineered wood), not only the arches themselves got lighter, but the horizontal thrust can be further relieved by a tie connecting the ends of an arch (bowstring arch).[6]

Funicular shapes

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When evaluated from the perspective of an amount of material required to support a given load, the best solid structures are compression-only; with the flexible materials, the same is true for tension-only designs. There is a fundamental symmetry in nature between solid compression-only and flexible tension-only arrangements, noticed by Robert Hooke in 1676: "As hangs the flexible line, so but inverted will stand the rigid arch", thus the study (and terminology) of arch shapes is inextricably linked to the study of hanging chains, the corresponding curves or polygons are called funicular. Just like the shape of a hanging chain will vary depending on the weights attached to it, the shape of an ideal (compression-only) arch will depend on the distribution of the load.[25]

Arch diagram with pressure polygons drawn. A defect at the R-S portion of the intrados makes the arch susceptible to extra force along the line M-N, where the polygon curve can be pushed out of the envelope of the arch causing a collapse

While building masonry arches in the not very tall buildings of the past, a practical assumption was that the stones can withstand virtually unlimited amount of pressure (up to 100 N per mm2), while the tensile strength was very low, even with the mortar added between the stones, and can be effectively assumed to be zero. Under these assumptions the calculations for the arch design are greatly simplified: either a reduced-scale model can be built and tested, or a funicular curve (pressure polygon) can be calculated or modeled, and as long as this curve stays within the confines of the voussoirs, the construction will be stable[26] (a so called "safe theorem").

Classifications

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There are multiple ways to classify arches:[27]

  1. by the geometrical shape of its intrados (for example, semicircular, triangular, etc.);[27][28]
  2. for the arches with rounded intrados, by the number of circle segments forming the arch (for example, round arch is single-centred, pointed arch is two-centred);[27]
  3. by the material used (stone, brick, concrete, steel) and construction approach.[27] For example, the wedge-shaped voussoirs of a brick arch can be made by cutting the regular bricks ("axed brick" arch) or manufactured in the wedge shape ("gauged brick" arch);[29]
  4. structurally, by the number of hinges (movable joints) between solid components. For example, voussoirs in a stone arch should not move, so these arches usually have no hinges (are "fixed"). Permitting some movement in a large structure allows to alleviate stresses (caused, for example, by the thermal expansion), so many bridge spans are built with three hinges (one at each support and one at the crown) since the mid-19th century.[30]

Arrangements

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A sequence of arches can be grouped together forming an arcade. Romans perfected this form, as shown, for example, by arched structures of Pont du Gard.[31] In the interior of hall churches, arcades of separating arches were used to separate the nave of a church from the side aisle,[32] or two adjacent side aisles.[33]

Two-tiered arches, with two arches superimposed, were sometimes used in Islamic architecture, mostly for decorative purposes.[34]

An opening of the arch can be filled, creating a blind arch. Blind arches are frequently decorative, and were extensively used in Early Christian, Romanesque, and Islamic architecture.[35] Alternatively, the opening can be filled with smaller arches, producing a containing arch, common in Gothic and Romanesque architecture.[36] Multiple arches can be superimposed with an offset, creating an interlaced series of usually (with some exceptions) blind and decorative arches. Most likely of Islamic origin, the interlaced arcades were popular in Romanesque and Gothic architecture.[37] Rear-arch (also rere-arch) is the one that frames the internal side of an opening in the external wall.[38]

Structural

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Structurally, relieving arches (often blind or containing) can be used to take off load from some portions of the building (for example, to allow use of thinner exterior walls with larger window openings, or, as in the Roman Pantheon, to redirect the weight of the upper structures to particular strong points).[36] Transverse arches, introduced in Carolingian architecture, are placed across the nave to compartmentalize (together with longitudinal separating arches) the internal space into bays and support vaults.[39] A diaphragm arch similarly goes in the transverse direction, but carries a section of wall on top. It is used to support or divide sections of the high roof.[40] Strainer arches were built as an afterthought to prevent two adjacent supports from imploding due to miscalculation. Frequently they were made very decorative, with one of the best examples provided by the Wells Cathedral. Strainer arches can be "inverted" (upside-down) while remaining structural.[41][42] When used across railway cuttings to prevent collapse of the walls, strainer arches may be referred to as flying arches.[43][44] A counter-arch is built adjacent to another arch to oppose its horizontal action or help to stabilize it, for example, when constructing a flying buttress.[45]

Shapes

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Types of arches

The large variety of arch shapes (left) can mostly be classified into three broad categories: rounded, pointed, and parabolic.[46]

Rounded

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"Round" semicircular arches were commonly used for ancient arches that were constructed of heavy masonry,[47] and were relied heavily on by the Roman builders since the 4th century BC. It is considered to be the most common arch form,[48] characteristic for Roman, Romanesque, and Renaissance architecture.[28]

A segmental arch, with a rounded shape that is less than a semicircle, is very old (the versions were cut in the rock in Ancient Egypt c. 2100 BC at Beni Hasan). Since then it was occasionally used in Greek temples,[49] utilized in Roman residential construction,[50] Islamic architecture, and got popular as window pediments during the Renaissance.[49]

A basket-handle arch (also known as depressed arch, three-centred arch, basket arch) consists of segments of three circles with origins at three different centers (sometimes uses five or seven segments, so can also be five-centred, etc.). Was used in late Gothic and Baroque architecture.[51][52]

A horseshoe arch (also known as keyhole arch) has a rounded shape that includes more than a semicircle, is associated with Islamic architecture and was known in areas of Europe with Islamic influence (Spain, Southern France, Italy). Occasionally used in Gothics, it briefly enjoyed popularity as the entrance door treatment in the interwar England.[53]

Pointed

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Pointed arches, 1 - equilateral with trefoil treatment, 2 - blunt, 3 - lancet, 4 - ogee, 5 - four-centred, 6 - curtain (inflexed), 7 - pointed horseshoe

A pointed arch consists of two ("two-centred arch"[54]) or more circle segments culminating in a point at the top. It originated in the Islamic architecture (there are other opinions, cf. Warren 1991[55]), arrived in Europe in the second half of the 11th century (Cluny Abbey)[56] and later became prominent in the Gothic architecture.[57] The advantages of a pointed arch over a semicircular one are flexible ratio of span to rise[58] and lower horizontal reaction at the base. This innovation allowed for taller and more closely spaced openings, which are typical of Gothic architecture.[59][60] Equilateral arch is the most common form of the pointed arch, with the centers of two circles forming the intrados coinciding with the springing points of the opposite segment. Together with the apex point, they form an equilateral triangle, thus the name.[61] If the centers of circles are farther apart, the arch becomes a narrower and sharper lancet arch that appeared in France in the Early Gothic architecture (Saint-Denis Abbey) and became prominent in England in the late 12th and early 13th centuries (Salisbury Cathedral).[62] If the centers are closer to another, the result is a wider blunt arch.

The intrados of the cusped arch (also known as multifoil arch, polyfoil arch, polylobed arch, and scalloped arch) includes several independent circle segments in a scalloped arrangement. These primarily decorative arches are common in Islamic architecture and Northern European Late Gothic, can be found in Romanesque architecture.[63] A similar trefoil arch includes only three segments and sometimes has a rounded, not pointed, top. Common in Islamic architecture and Romanesque buildings influenced by it, it later became popular in the decorative motifs of the Late Gothic designs of Northern Europe.[64]

Each arc of an ogee arch consists of at least two circle segments (for a total of at least four), with the center of an upper circle being outside the extrados. After European appearance in the 13th century on the facade of the St Mark's Basilica, the arch became a fixture of the English Decorated style, French Flamboyant, Venetian, and other Late Gothic styles.[65] Ogee arch is also known as reversed curve arch, occasionally also called an inverted arch.[41] The top of an ogee arch sometimes projects beyond the wall, forming the so-called nodding ogee popular in 14th century England (pulpitum in Southwell Minster).[66]

Each arc of a four-centred arch is made of two circle segments with distinct centers; usually the radius used closer to the springing point is smaller with a more pronounced curvature. Common in Islamic architecture (Persian arch), and, with upper portion flattened almost to straight lines (Tudor arch[67]), in the English Perpendicular Gothic.[68]A keel arch is a variant of four-centred arch with haunches almost straight, resembling a section view of a capsized ship. Popular in Islamic architecture, it can be also found in Europe, occasionally with a small ogee element at the top,[69] so it is sometimes considered to be a variation of an ogee arch.[70]

Curtain arch (also known as inflexed arch, and, like the keel arch, usually decorative[28]) uses two (or more) drooping curves that join at the apex. Utilized as a dressing for windows and doors primarily in Saxony in the Late Gothic and early Renaissance buildings (late 15th to early 16th century), associated with Arnold von Westfalen [de].[71] When the intrados has multiple concave segments, the arch is also called a draped arch or tented arch.[72] A similar arch that uses a mixture of curved and straight segments[73] or exhibits sharp turns between segments[74] is a mixed-line arch (or mixtilinear arch). In Moorish architecture the mixed-line arch evolved into an ornate lambrequin arch,[75] also known as muqarnas arch.

Parabolic

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The popularity of the arches using segments of a circle is due to simplicity of layout and construction,[76] not their structural properties. Consequently, the architects historically used a variety of other curves in their designs: elliptical curves, hyperbolic cosine curves (including catenary), and parabolic curves. There are two reasons behind the selection of these curves:[77]

  1. they are still relatively easy to trace with common tools prior to construction;
  2. depending on a situation, they can have superior structural properties and/or appearance.

The hyperbolic curve is not easy to trace, but there are known cases of its use.[77] The non-circumferential curves look similar, and match at shallow profiles, so a catenary is often misclassified as a parabola[78] (per Galileo, "the [hanging] chain fits its parabola almost perfectly"[79]). González et al. provide an example of Palau Güell, where researchers do not agree on classification of the arches or claim the prominence of parabolic arches, while the measurements show that just two of the 23 arches designed by Gaudi are actually parabolic.[80]

Three parabolic-looking curves in particular are of significance to the arch design: parabola itself, catenary, and weighted catenary. The arches naturally use the inverted (upside-down) versions of these curves.

A parabola represents an ideal (all-compression) shape when the load is equally distributed along the span, while the weight of the arch itself is negligible. A catenary is the best solution for the case where an arch with uniform thickness carries just its own weight with no external load. The practical designs for bridges are somewhere in between, and thus use the curves that represent a compromise that combines both the catenary and the funicular curve for particular non-uniform distribution of load.[85] The practical free-standing arches are stronger and thus heavier at the bottom, so a weighted catenary curve is utilized for them. The same curve also fits well an application where a bridge consists of an arch with a roadway of packed dirt above it, as the dead load increases with a distance from the center.[86]

Other

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Unlike regular arches, the flat arch (also known as jack arch, lintel arch, straight arch, plate-bande[87]) is not curved. Instead, the arch is flat in profile and can be used under the same circumstances as lintel. However, lintels are subject to bending stress, while the flat arches are true arches, composed of irregular voussoir shapes (the keystone is the only one of the symmetric wedge shape),[88] and that efficiently uses the compressive strength of the masonry in the same manner as a curved arch and thus requires a mass of masonry on both sides to absorb the considerable lateral thrust. Used in the Roman architecture to imitate the Greek lintels, Islamic architecture, European medieval and Renaissance architecture. The flat arch is still being used as a decorative pattern, primarily at the top of window openings.[88]

False arches

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The corbel (also corbelled) arch, made of two corbels meeting in the middle of the span, is a true arch in a sense of being able to carry a load, but it is false in a structural sense, as its components are subject to bending stress. The typical profile is not curved, but has triangular shape. Invented prior to the semicircular arch, the corbel arch was used already in the Egyptian and Mycenaean architecture in the 3rd and 2nd millennium BC.[89]

Like a corbel arch, the triangular arch is not a true arch in a structural sense. Its intrados is formed by two slabs leaning against each other.[9] Brick builders would call triangular any arch with straight inclined sides.[90] The design was common in Anglo-Saxon England until the late 11th century (St Mary Goslany).[9] Mayan corbel arches are sometimes called triangular due to their shape.[91]

Variations

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Few transformations can be applied to arch shapes.

If one impost is much higher than another, the arch (frequently pointed) is known as ramping arch, raking arch,[92] or rampant arch (from French: arc rampant).[93] Originally used to support inclined structures, like stairs, in the 13th-14th centuries they appeared as parts of flying buttresses used to counteract the thrust of Gothic ribbed vaults.[94]

A central part of an arch can be raised on short vertical supports, creating a trefoil-like shouldered arch. The raised central part can vary all the way from a flat arch to ogee. The shouldered arches were used to decorate openings in Europe from medieval times to Late Gothic architecture, became common in Iranian architecture from the 14th century, and were later adopted in the Ottoman Turkey.[95]

In a stilted arch (also surmounted[96]), the springing line is located above the imposts (on "stilts"). Known to Islamic architects by the 8th century, the technique was utilized to vertically align the apexes of arches of different dimensions in Romanesque and Gothic architecture.[97] Stilting was useful for semicircular arches, where the ratio of the rise fixed at 12 of the span, but was applied to the pointed arches, too.

The skew arch (also known as an oblique arch) is used when the arch needs to form an oblique angle in the horizontal plane with respect to the (parallel) springings,[98][99] for example, when a bridge crosses the river at an angle different than 90°. A splayed arch is used for the case of unequal spans on the sides of the arch (when, for example, an interior opening in the wall is larger than the exterior one), the intrados of a round splayed arch is not cylindrical, but has a conical shape.[100][99]

A wide arch with its rise less than 12 of the span (and thus the geometric circle of at least one segment is below the springing line) is called a surbased arch[101] (sometimes also a depressed arch[102]). A drop arch is either a basket handle arch[103] or a blunt arch.[104]

Hinged arches

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Rossgraben bridge (Rüeggisberg) near Bern, Switzerland, showing the hinge at mid-span of this three-hinged arch.

Practical arch bridges are built either as a fixed arch, a two-hinged arch, or a three-hinged arch.[105] The fixed arch is most often used in reinforced concrete bridges and tunnels, which have short spans. Because it is subject to additional internal stress from thermal expansion and contraction, this kind of arch is statically indeterminate (the internal state is impossible to determine based on the external forces alone).[46]

The two-hinged arch is most often used to bridge long spans.[46] This kind of arch has pinned connections at its base. Unlike that of the fixed arch, the pinned base can rotate,[106] thus allowing the structure to move freely and compensate for the thermal expansion and contraction that changes in outdoor temperature cause. However, this can result in additional stresses, and therefore the two-hinged arch is also statically indeterminate, although not as much as the fixed arch.[46]

The three-hinged arch is not only hinged at its base, like the two-hinged arch, yet also at its apex. The additional apical connection allows the three-hinged arch to move in two opposite directions and compensate for any expansion and contraction. This kind of arch is thus not subject to additional stress from thermal change. Unlike the other two kinds of arch, the three-hinged arch is therefore statically determinate.[105] It is most often used for spans of medial length, such as those of roofs of large buildings. Another advantage of the three-hinged arch is that the reaction of the pinned bases is more predictable than the one for the fixed arch, allowing shallow, bearing-type foundations in spans of medial length. In the three-hinged arch "thermal expansion and contraction of the arch will cause vertical movements at the peak pin joint but will have no appreciable effect on the bases," which further simplifies foundational design.[46]

History

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The arch became popular in the Roman times and mostly spread alongside the European influence, although it was known and occasionally used much earlier. Many ancient architectures avoided the use of arches, including the Viking and Hindu ones.[2]

Bronze Age: ancient Near East

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True arches, as opposed to corbel arches, were known by a number of civilizations in the ancient Near East including the Levant, but their use was infrequent and mostly confined to underground structures, such as drains where the problem of lateral thrust is greatly diminished.[107] An example of the latter would be the Nippur arch, built before 3800 BC,[108] and dated by H. V. Hilprecht (1859–1925) to even before 4000 BC.[109] Rare exceptions are an arched mudbrick home doorway dated to c. 2000 BC from Tell Taya in Iraq[110] and two Bronze Age arched Canaanite city gates, one at Ashkelon (dated to c. 1850 BC),[111] and one at Tel Dan (dated to c. 1750 BC), both in modern-day Israel.[112][113] An Elamite tomb dated 1500 BC from Haft Teppe contains a parabolic vault which is considered one of the earliest evidences of arches in Iran.

The use of true arches in Egypt also originated in the 4th millennium BC (underground barrel vaults at the Dendera cemetery). Standing arches were known since at least the Third Dynasty, but very few examples survived, since the arches were mostly used in non-durable secular buildings and made of mud brick voussoirs that were not wedge-shaped, but simply held in place by mortar, and thus susceptible to a collapse (the oldest arch still standing is at Ramesseum). Sacred buildings exhibited either lintel design or corbelled arches. Arches were mostly missing in Egypt temples even after the Roman conquest, even though Egyptians thought of the arch as a spiritual shape and used it in the rock-cut tombs and portable shrines.[114] Auguste Mariette suggested that this choice was based on a relative fragility of a vault: "what would remain of the tombs and temples of Egyptians today, if they had preferred the vault?"[28]

Mycenaean architecture utilized only the corbel arches in their beehive tombs with triangular openings.[114] Mycenaeans had also built probably the oldest still standing[citation needed] stone-arch bridge in the world, Arkadiko Bridge, in Greece.

As evidenced by their imitations of the parabolic arches, Hittites most likely were exposed to the Egyptian designs, but used the corbelled technique to build them.[114]

Classical Persia and Greece

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The Assyrians, also apparently under the Egyptian influence, adopted the true arch (with a slightly pointed profile) early in the 8th century.[114] In ancient Persia, the Achaemenid Empire (550 BC–330 BC) built small barrel vaults (essentially a series of arches built together to form a hall) known as iwan, which became massive, monumental structures during the later Parthian Empire (247 BC–AD 224).[115][116][117] This architectural tradition was continued by the Sasanian Empire (224–651), which built the Taq Kasra at Ctesiphon in the 6th century AD, the largest free-standing vault until modern times.[118]

An early European example of a voussoir arch appears in the 4th century BC Greek Rhodes Footbridge.[119][120] Proto-true arches can also be found under the stairs of the temple of Apollo at Didyma and the stadium at Olympia.[31] .

Ancient Rome

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The ancient Romans learned the semicircular arch from the Etruscans (both cultures apparently adopted the design in the 4th century BC[31]), refined it and were the first builders in Europe to tap its full potential for above ground buildings:

The Romans were the first builders in Europe, perhaps the first in the world, to fully appreciate the advantages of the arch, the vault and the dome.[121]

Throughout the Roman Empire, from Syria to Scotland, engineers erected arch structures. The first use of arches was for civic structures, like drains and city gates. Later the arches were utilized for major civic buildings bridges and aqueducts, with the outstanding 1st century AD examples provided by the Colosseum, Pont Du Gard, and the aqueduct of Segovia.[31] The introduction of the ceremonial triumphal arch dates back to Roman Republic, although the best examples are from the imperial times (Arch of Augustus at Susa, Arch of Titus).[31]

Romans initially avoided using the arch in the religious buildings and, in Rome, arched temples were quite rare until the recognition of Christianity in 313 AD (with the exceptions provided by the Pantheon and the "temple of Minerva Medica"[verification needed]). Away from the capital, arched temples were more common (temple of Hadrian at Ephesus [de], temple of Jupiter at Sbeitla, Severan temple at Djemila).[31] Arrival of Christianity prompted creation of the new type of temple, a Christian basilica, that made a thorough break with the pagan tradition with arches as one of the main elements of the design, along with the exposed brick walls (Santa Sabina in Rome, Sant'Apollinare in Classe). For a long period, from the late 5th century to the 20th century, arcades were a standard staple for the Western Christian architecture.[31]

Vaults began to be used for roofing large interior spaces such as halls and temples, a function that was also assumed by domed structures from the 1st century BC onwards.

The segmental arch was first built by the Romans who realized that an arch in a bridge did not have to be a semicircle,[122][123] such as in Alconétar Bridge or Ponte San Lorenzo. The utilitarian and mass residential (insulae) buildings, as found in Ostia Antica and Pompeii, mostly used low segmental arches made of bricks and architraves made of wood, while the concrete lintel arches can be found in villas and palaces.[50]

Ancient China

[edit]

Ancient architecture of China (and Japan) used mostly timber-framed construction and trabeated system.[5] Arches were little-used, although there are few arch bridges known from literature and one artistic depiction in stone-carved relief.[124][125][126] Since the only surviving artefacts of architecture from the Han dynasty (202 BC – 220 AD) are rammed earth defensive walls and towers, ceramic roof tiles from no longer existent wooden buildings,[127][128][129] stone gate towers,[130][131] and underground brick tombs, the known vaults, domes, and archways were built with the support of the earth and were not free-standing.[132][133]

China's oldest surviving stone arch bridge is the Anji Bridge. Still in use, it was built between 595 CE and 605 CE during the Sui dynasty.[134][135]

Islamic

[edit]

Islamic architects adopted the Roman arches, but had quickly shown their resourcefulness: by the 8th century the simple semicircular arch was almost entirely replaced with fancier shapes, few fine examples of the former in the Umayyad architecture notwithstanding (cf. the Great Mosque of Damascus, 706–715 CE). The first pointed arches appear already at the end of the 7th century AD (Al-Aqsa Mosque, Palace of Ukhaidhir, cisterns at the White Mosque of Ramle[136][137]). Their variations spread fast and wide: Mosque of Ibn Tulun in Cairo (876-879 AD), Nizamiyya Madrasa at Khar Gerd (now Iran, 11th century), Kongo Mosque in Diani Beach (Kenya, 16th century).[74][137]

Islamic architecture brought to life a large amount of arch forms: the round horseshoe arch that became a characteristic trait of the Islamic buildings, the keel arch, the cusped arch, and the mixed-line arch (where the curved "ogee swell" is interspersed with abrupt bends).[137] The Great Mosque of Cordoba, that can be considered a catalogue of Islamic arches, contains also the arches with almost straight sides, trefoil, interlaced, and joggled. Mosque of Ibn Tulun adds four-centred and stilted version of the pointed arch.[74]

It is quite likely that the appearance of the pointed arch, an essential element of the Gothic style, in Europe (Monte Cassino, 1066–1071 AD, and the Cluny Abbey five years later) and the ogee arch in Venice (c. 1250) is a result of the Islamic influence,[74] possibly through Sicily.[138] Saoud[139] also credits to Islamic architects the spread of the transverse arch. Mixed-line arch became popular in the Mudéjar style and subsequently spread around the Spanish-speaking world.[73]

Western Europe

[edit]

The collapse of the Western Roman Empire left the church as the only client of major construction; with all pre-Romanesque architectural styles borrowing from Roman construction with its semicircular arch. Due to the decline in the construction quality, the walls were thicker, and the arches thus heavier, than their Roman prototypes. Eventually the architects started to use the depth of the arches for decoration, turning the deep opening into recessed orders (or rebated arch, a sequence of progressively smaller concentric arches, each inset with a rebate).[140]

Romanesque style started experiments with the pointed arch late in the 11th century (Cluny Abbey). In few decades, the practice spread (Durham Cathedral, Basilica of Saint-Denis). Early Gothic utilized the flexibility of the pointed arch by grouping together arches of different spans but with the same height.[140]

While the arches used in the mediaeval Europe were borrowed from the Roman and Islamic architecture, the use of pointed arch to form the rib vault was novel and became the defining characteristic of Gothic construction. At about 1400 AD, the city-states of Italy, where the pointed arch had never gotten much traction, initiated the revival of the Roman style with its round arches, Renaissance. By the 16th century the new style spread across Europe and, through the influence of empires, to the rest of the world. Arch became a dominant architectural form until the introduction of the new construction materials, like steel and concrete.[140]

India

[edit]

The history of arch in India is very long (some arches were apparently found in excavations of Kosambi, 2nd millennium BC. However, the continuous history begins with rock-cut arches in the Lomas Rishi cave (3rd century BC).[74] Vaulted roof of an early Harappan burial chamber has been noted at Rakhigarhi.[141] S.R Rao reports vaulted roof of a small chamber in a house from Lothal.[142] Barrel vaults were also used in the Late Harappan Cemetery H culture dated 1900 BC-1300 BC which formed the roof of the metal working furnace, the discovery was made by Vats in 1940 during excavation at Harappa.[143][144][145]

The use of arches until the Islamic conquest of India in the 12th century AD was sporadic, with ogee arches and barrel vaults in rock-cut temples (Karla Caves, from the 1st century BC) and decorative pointed gavaksha arches. By the 5th century AD voussoir vaults were used structurally in the brick construction. Surviving examples include the temple at Bhitargaon (5th century AD) and Mahabodhi Temple (7th century AD), the latter has both pointed arches and semicircular arches.[74][146] These Gupta era arch vault system was later used extensively in Burmese Buddhist temples in Pyu and Bagan in 11th and 12th centuries.[147]

With the arrival of Islamic and other Western Asia influence, the arches became prominent in the Indian architecture, although the post and lintel construction was still preferred. A variety of pointed and lobed arches was characteristic for the Indo-Islamic architecture, with the monumental example of Buland Darwaza, that has pointed arch decorated with small cusped arches.[74]

Pre-Columbian America

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Mayan architecture utilized the corbel arches. The other Mesoamerican cultures used only the flat roofs with no arches whatsoever,[148] although some researchers had suggested that both Maya and Aztec architects understood the concept of a true arch.[149][150]

Revival of the trabeated system

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The 19th-century introduction of the wrought iron (and later steel) into construction changed the role of the arch. Due to the high tensile strength of new materials, relatively long lintels became possible, as was demonstrated by the tubular Britannia Bridge (Robert Stephenson, 1846-1850). A fervent proponent of the trabeated system, Alexander "Greek" Thomson, whose preference for lintels was originally based on aesthetic criteria, observed that the spans of this bridge are longer than that of any arch ever built, thus "the simple, unsophisticated stone lintel contains in its structure all the scientific appliances [...] used in the great tubular bridge. [...] Stonehenge is more scientifically constructed than York Minster."[151] Use of arches in bridge construction continued (the Britannia Bridge was rebuilt in 1972 as a truss arch bridge), yet the steel frames and reinforced concrete frames mostly replaced the arches as the load-bearing elements in buildings.

Construction

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A series of parabolic arches on the Móra d'Ebre bridge, Catalonia, Spain (2005)

As a pure compression form, the utility of the arch is due to many building materials, including stone and unreinforced concrete, being strong under compression, but brittle when tensile stress is applied to them.[152]

Masonry

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The voussoirs can be wedge-shaped or have a form of a rectangular cuboid, in the latter case the wedge-like shape is provided by the mortar.[94]

An arch is held in place by the weight of all of its members, making construction problematic. One answer is to build a frame (historically, of wood) which exactly follows the form of the underside of the arch. This is known as a centre or centring. Voussoirs are laid on it until the arch is complete and self-supporting. For an arch higher than head height, scaffolding would be required, so it could be combined with the arch support. Arches may fall when the frame is removed if design or construction has been faulty.[citation needed]

Old arches sometimes need reinforcement due to decay of the keystones, forming what is known as bald arch.

Reinforced concrete

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In reinforced concrete construction, the principle of the arch is used so as to benefit from the concrete's strength in resisting compressive stress. Where any other form of stress is raised, such as tensile or torsional stress, it has to be resisted by carefully placed reinforcement rods or fibres.[153]

Architectural styles

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The type of arches (or absence of them) is one of the most prominent characteristics of an architectural style. For example, when Heinrich Hübsch, in the 19th century, tried to classify the architectural style, his "primary elements" were roof and supports, with the top-level basic types: trabeated (no arches) and arcuated (arch-based). His next division for the arcuated styles was based on the use of round and pointed arch shapes.[154]

Cultural references

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See also

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References

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Sources

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Revisions and contributorsEdit on WikipediaRead on Wikipedia
from Grokipedia
An arch is a curved in that spans an opening, such as a , , or bridge, and distributes the weight of the material above it to its supports, primarily through compression forces rather than . This design allows for larger and more stable openings compared to straight lintels, enabling greater spans and heights in buildings while providing both functional support and aesthetic appeal. The origins of the arch trace back to ancient civilizations, with decorative forms appearing as early as the 4th millennium BCE, though structural load-bearing arches emerged around the BCE in for applications like underground drainage systems made of bricks. Early examples also appear in Egyptian tombs and vaults, but the form was not widely used for monumental until the Etruscans and Romans refined it into a systematic engineering solution starting in the 6th century BCE. The Romans perfected the true arch—constructed from wedge-shaped voussoirs meeting at a keystone—applying it extensively in bridges, aqueducts, and iconic structures like the and the Pantheon, whose massive concrete dome is supported by the rotunda's walls incorporating relieving arches, demonstrating its capacity to transform bending moments into efficient compression. Following the Roman era, the arch evolved through various styles and cultures, influencing Byzantine, Islamic, Gothic, , and . In the Byzantine period, architects like those who built the in the 6th century CE incorporated arches with pendentives to support expansive domes, achieving a 32-meter span at the base. The Gothic style, emerging in 12th-century , introduced the , which directed thrusts more vertically to allow taller structures like cathedrals with ribbed vaults, originating from Middle Eastern influences and enabling heights previously unimaginable. During the , architects such as revived classical arches in designs like the dome of the (completed 1436, 45.5-meter diameter), blending Roman techniques with innovative . Arches come in diverse types, each suited to specific structural and stylistic needs, including the semicircular Roman arch for even load distribution, the pointed Gothic arch for , the corbelled arch (a precursor using stepped stones), and the parabolic or in modern engineering for optimal compression. Beyond their engineering role, arches have served symbolic purposes, such as in triumphal arches commemorating victories since the , and continue to inspire contemporary designs in materials like and , underscoring their enduring legacy in spanning physical and imaginative spaces.

Fundamentals

Definition and Terminology

An arch is a curved used in and to span an opening, such as a doorway, window, or bridge, while primarily transferring loads through compression to supports at each end. This design allows arches to distribute weight efficiently without relying on tensile strength, making them suitable for materials like stone or that perform well under compressive forces. The term "arch" derives from the Latin arcus, meaning "bow" or "curve," which entered English via Old French arche in the Middle Ages, reflecting its bowed shape. In contrast to a lintel, which is a straight horizontal beam spanning an opening and prone to bending stresses that induce tension, a true arch relies on its curvature to channel forces into compression along its components, enabling it to support greater loads over wider spans. Key terminology describes the components and features of an arch. A is a wedge-shaped stone or block that forms the arch's curved body, with its wider top edge contributing to the compressive interlocking. The keystone is the central voussoir at the apex, which locks the structure together once installed. The springer refers to the lowest voussoir on each side, where the curve begins to rise from the vertical support. An impost is the projecting block or course on a or wall that receives the arch's at the springing line, the horizontal level where the arch starts. The extrados denotes the outer curve or face of the arch, while the intrados is the inner curve, often visible as the soffit in openings.

Structural Mechanics

The structural mechanics of an arch relies on its ability to distribute loads primarily through axial compression along the curved path of the , rather than as in a straight beam. Vertical loads applied to the arch are transferred downward and outward, resolving into compressive forces that follow the arch's ; these forces generate a horizontal thrust component at the supports, which must be resisted by abutments or ties to maintain equilibrium, while vertical reactions handle the net downward load. This compression-dominant action enables arches to achieve greater spans with reduced material usage, as the efficiently redirects forces away from tensile stresses. Central to the arch's integrity is the keystone, the wedge-shaped block at the crown that interlocks the surrounding voussoirs under compression. By receiving the load from above and distributing it symmetrically to the adjacent stones, the keystone prevents radial separation and outward spreading, effectively locking the entire assembly and averting collapse during and after . Without the keystone, the voussoirs would displace under load, as the structure depends on this final element to complete the compressive ring. Stability in arches is assessed through the thrust line, the trajectory of the resultant compressive force passing through the from load to supports. For the arch to remain stable, the thrust line must remain fully contained within the cross-section under all applied loads; deviations outside this boundary indicate potential hinging or failure mechanisms, underscoring the critical role of geometric proportions—such as rise, span, and thickness—in ensuring the line's confinement and thus overall equilibrium. In analyzing a two-hinged arch, the horizontal thrust HH is derived from static equilibrium by considering moment balance, particularly at the crown where bending moment is minimized. For a symmetric arch under uniform loading, the bending moment at any section is given by Mx=Mx0HyM_x = M_{x0} - H y, where Mx0M_{x0} is the moment at section xx treating the arch as a simply supported beam, and yy is the height from the springing line. At the crown, y=hy = h (the rise) and M=0M = 0, yielding H = \frac{M_\max}{h}, with M_\max as the maximum beam moment at the center. This relation highlights how the thrust counteracts beam-like bending to enforce pure compression.

Funicular Principles

Funicular shapes represent the ideal geometric form for arches designed to withstand loads primarily through axial compression, minimizing or eliminating moments. These shapes are derived from the inverted profile of a hanging or cable under its own weight, known as a , which naturally assumes a configuration where internal forces align with the curve's , ensuring pure tension in the chain or pure compression in the inverted arch. This principle allows arches under uniform loading to distribute forces efficiently along their length without transverse shear or moment stresses, optimizing material use in compression-only structures like . The mathematical foundation of the funicular shape for self-weight loading is the catenary curve, described by the equation y=acosh(xa),y = a \cosh\left(\frac{x}{a}\right), where yy is the vertical coordinate, xx is the horizontal coordinate, aa is a constant determined by the linear density of the chain or arch material and gravitational acceleration, and cosh\cosh denotes the hyperbolic cosine function. For arches subjected to uniformly distributed loads along their horizontal span—such as those from a bridge deck—the catenary approximates a parabola, providing a simpler geometric form for practical design while closely maintaining the funicular properties over typical span-to-rise ratios. In contrast, non-funicular arches deviate from this optimal shape, resulting in bending moments and shear forces that induce tensile stresses, which are undesirable in brittle materials like stone. To mitigate these effects in non-ideal geometries, engineers incorporate ties to resist outward thrusts or hinges to allow rotation and relieve moments, transforming the structure into a more stable configuration. designs, by aligning the arch axis with the line of thrust, avoid such reinforcements entirely under the specified loading. The application of funicular principles to gained early prominence in bridge and dome through Giovanni Poleni's 1748 study of the cracked dome at in , where he employed the inverted analogy—building on Hooke's earlier insight—to verify the structure's safety by ensuring the thrust line remained within the profile. This method demonstrated that domes and arches could be assessed for stability without advanced calculations, influencing subsequent graphic statics techniques in engineering.

Types and Shapes

Semicircular Arches

The semicircular arch, also known as the Roman arch, is defined by its geometry as a 180-degree forming a perfect , where the rise equals half the span and the intrados traces a half-circle profile. This configuration results in uniform sizes and shapes, as each wedge-shaped block follows the consistent radial without variation in dimensions. The primary advantages of semicircular arches lie in their simplicity for construction, as the uniform voussoirs allow for straightforward cutting, placement, and assembly using basic centering techniques. They also provide aesthetic symmetry through their balanced, rounded form, while efficiently distributing compressive loads along the to the supports. This structural efficiency makes them suitable for spanning moderate to long distances in compression-dominant materials like stone or . A key limitation is the high horizontal generated at the springers, which pushes outward on the abutments and requires robust, thick piers or buttresses to counteract spreading and prevent collapse. Without adequate restraint, this can lead to instability, particularly in taller or wider applications, often necessitating heavier support structures that increase material demands. Semicircular arches were prominently used in Roman aqueducts, such as those in , where the enabled precise load transfer from the water channel to multi-tiered piers, allowing stable elevation over varied terrain without mortar in some cases. In early Islamic mosques, like the Great Mosque of Damascus (modified 705–715 CE), they structurally supported expansive halls with uniform arcades that distributed roof loads evenly across columns.

Pointed Arches

The , also known as an ogival arch, is formed by two curved segments that converge at a sharp apex, enabling a flexible rise-to-span ratio that can be adjusted based on design needs. This contrasts with semicircular arches by allowing the crown to rise higher relative to the span, typically through the use of circular arcs with centers positioned at or near the springing line. A primary advantage of the pointed arch is its reduced horizontal thrust compared to rounded forms, which directs more load vertically and permits spanning greater heights with reduced material thickness. This efficiency arises from the arch's ability to minimize lateral forces on supports, making it suitable for tall structures where demands would otherwise be excessive. Consequently, pointed arches facilitate lighter construction while maintaining stability under vertical loads. In terms of structural behavior, the redirects compressive forces predominantly downward, thereby minimizing stress concentrations at the abutments and enhancing overall load distribution. The steeper at the apex funnels lines more vertically through the arch's profile, reducing the horizontal component that could otherwise cause outward spreading of supports. This vertical bias in force transmission is particularly effective in , where material strength is higher in compression than tension. Variations of the include the equilateral and drop types, each defined by distinct geometric proportions. The equilateral arch features two centers located at the springing points with radii equal to the full span, resulting in a rise approximately 0.866 times the span for a balanced, isosceles form. In contrast, the drop arch employs radii shorter than the span, with centers raised above the spring line, yielding a lower rise-to-span ratio often around 0.5 to 0.75 for more subdued profiles. General guidelines suggest rises of 1.5 to 2 times the half-span for optimal thrust management in these variations, depending on the specific arc configuration. The 's design innovations were notably employed in to support expansive vaults.

Parabolic Arches

A parabolic arch is defined by the geometric equation y=4hl2x(lx)y = \frac{4h}{l^2} x (l - x), where hh represents the rise of the arch, ll is the span, and xx is the horizontal distance from one support (0 ≤ x ≤ l), resulting in a smooth, upward-curving profile that reaches the maximum height hh at the crown (x = l/2). This form derives from moment equilibrium principles, where the arch axis is shaped to align with the inverted bending moment diagram of a simply supported beam under uniform loading, ensuring the line of thrust passes through the centroid and minimizes secondary stresses. The primary advantage of parabolic arches lies in their ability to produce minimal moments and shear forces when subjected to uniform vertical loads, as the allows loads to be carried predominantly through axial compression rather than . This efficiency makes them particularly suitable for applications like bridges, where uniform dead and live loads are common, enabling lighter structural members and more economical designs compared to straight-beam alternatives. However, parabolic arches exhibit limitations under point loads or non-uniform load distributions, as deviations from the ideal funicular shape introduce significant bending moments and require additional reinforcement to manage induced stresses. In such cases, the structure's performance degrades, potentially leading to higher material demands or the need for hybrid designs. In engineering practice, the horizontal thrust HH in a parabolic arch under uniform load ww per unit length is calculated as H=wl28hH = \frac{w l^2}{8h}, providing a direct method to determine support reactions and ensure stability. This formula underscores the inverse relationship between rise and thrust, guiding designers to optimize proportions for load-bearing capacity. Parabolic arches approximate the funicular catenary for uniform horizontal load projections, offering a practical simplification for vertical load scenarios.

Other Geometric Forms

Elliptical arches are characterized by a flattened defined by the equation x2a2+y2b2=1\frac{x^2}{a^2} + \frac{y^2}{b^2} = 1, where aa and bb represent the , respectively, allowing for two foci and a varying that provides both aesthetic elegance and precise control over distribution under applied loads. This enables the horizontal component HH to maintain compressive stresses throughout the , with dead load distribution varying as p=p0(b/y)3p = p_0 (b/y)^3, becoming more intense near the supports where the ordinate yy decreases, thus optimizing load-bearing for specific architectural spans. Compared to circular forms, elliptical arches reduce the overall rise while aligning the pressure line more closely with the , minimizing moments for non-uniform loading conditions. Segmental arches form a spanning less than 180 degrees, facilitating flatter profiles with rise-to-span ratios as low as 1:10 in traditional or 1:17 in designs, ideal for broader openings where height is constrained. The voussoirs in these arches are wedge-shaped blocks with angles adjusted to the reduced , ensuring a continuous ring that transfers loads through compression while accommodating the shallower . This configuration demands robust abutments to resist the elevated outward forces inherent in the design. The corbelled arch is a false arch formed by successive corbeling of stones or bricks in a series of small horizontal overhangs, creating a stepped approximation of a curved profile. It relies on compressive forces and shear resistance between units rather than true wedging action, and was used in prehistoric and ancient structures such as the tombs at Mycenae. Multifoil and trefoil arches feature interlaced lobes—typically three or more overlapping foils in trefoil or multifoil variants—creating decorative profiles that guide compression paths along stylized curves without compromising structural integrity in load-bearing applications. These forms maintain the arch's reliance on compressive forces, with the cusped lobes distributing thrust aesthetically while preserving stability in traditional masonry contexts. In comparative thrust analysis, segmental arches achieve lower rises than semicircular counterparts but generate proportionally greater horizontal forces, as evidenced by force diagrams showing intensified lateral thrust lines, necessitating stronger lateral restraints to prevent spreading. Elliptical arches similarly balance reduced vertical rise with moderated horizontal components through their variable curvature, offering a middle ground in thrust management for hybrid load scenarios.

Arrangements and Configurations

Solid and Structural Arrangements

Arches in are arranged in buildings either as single-span or multi-span configurations, each influencing load distribution and overall stability. In single-span arrangements, the arch operates independently between two abutments, relying solely on their resistance to horizontal thrusts without intermediate supports, which simplifies but limits span lengths with span lengths often ranging from 10 to 50 meters in traditional constructions, though longer spans are possible with advanced design. Multi-span arrangements, by contrast, consist of multiple arches connected via , where spans are not fully independent; adjacent arches interact through pier deformations and load sharing, leading to cumulative effects that can amplify stresses under uneven loading. This interaction requires piers to be robustly designed to transfer vertical loads while resisting differential settlements, enhancing the bridge's capacity to handle or seismic forces compared to isolated single spans. Extended arch systems, such as and vaults, adapt arch principles for roofing large enclosed spaces by creating continuous curved surfaces. A forms by extending a single arch longitudinally into a semi-cylindrical tunnel-like structure, functioning as an unbroken series of arches that distributes thrust uniformly along its length but demands continuous buttressing to counter lateral forces. vaults, meanwhile, arise from the of two or more s at right angles, forming diagonal edges (groins) that concentrate thrusts at the corners, allowing coverage of rectangular plans with greater rigidity and reduced material compared to a single spanning the same area. These configurations enable expansive, unobstructed interiors, as seen in Roman basilicas, where the vault's orthogonal thrusts facilitate window placement along walls without compromising structural integrity. Arches are further classified by spandrel solidity, which affects weight and in load-bearing. (or filled) spandrel arches feature a continuous of material, such as or fill, above the arch ring up to the deck level, providing inherent stability through added weight that helps contain thrusts but increases overall dead load and foundation demands. Open-spandrel arches, conversely, leave the above the arch ring exposed, supported by slender columns or piers rising to the deck, which significantly reduces self-weight, allowing longer spans and lighter superstructures while maintaining in the arch itself. This classification prioritizes weight reduction in modern applications, where open spandrels minimize material use and seismic vulnerability without sacrificing the arch's . Stability in arch arrangements, particularly multi-span series, hinges on abutment design to counteract cumulative horizontal thrusts that build across connected spans. Abutments must be dimensioned to keep the thrust line within their middle third, preventing tensile stresses or overturning; for flatter arches, this requires greater thickness, often 1.35 times the horizontal thrust component plus vertical offsets. In series configurations, piers act as intermediate abutments, but end abutments bear the net cumulative thrust from all spans, necessitating bedrock anchoring or wing walls to dissipate forces and avoid progressive failure under asymmetric loads. Proper battering or flaring of abutments further enhances resistance, ensuring the structure's longevity by confining deformations to elastic limits.

Hinged and Tied Arches

Hinged arches incorporate joints that allow , enabling them to accommodate structural movements such as or foundation settlements while distributing loads more predictably. These designs contrast with rigid arches by introducing at the hinges, which reduce the structure's statical indeterminacy and simplify analysis. In , the thrust line in hinged arches must pass through the hinge points to maintain equilibrium without inducing excessive moments. Three-hinged arches feature hinges at the two supports and at the crown, resulting in a statically determinate where internal forces can be resolved using equilibrium equations alone. This configuration eliminates , making it ideal for precise of reactions under various loading conditions; for instance, the vertical reaction at support A for a point load P at a b from A on a span of length l is given by VA=PlblV_A = P \frac{l - b}{l}, which is the same as for a simply supported beam and independent of the rise. The central hinge allows the arch to deform without significant bending moments, particularly beneficial in scenarios with unsymmetrical loads or seismic activity. Two-hinged arches have hinges only at the supports, rendering them to the first degree, while fixed arches lack hinges entirely and are indeterminate to the third degree. In two-hinged and fixed arches, changes and support settlements induce additional moments, as the lack of a crown hinge constrains rotational freedom and can lead to stress concentrations if not accounted for in . These effects are analyzed using methods like the flexibility approach, where compatibility conditions ensure that deformations align with the imposed constraints. Tied arches incorporate horizontal ties, such as rods, chains, or cables, that connect the arch to counterbalance the outward at the abutments, effectively converting the structure into a self-contained system. This tie absorbs the horizontal component of the , preventing it from being transferred to the supports and allowing for spans where traditional abutments might be impractical, as seen in hybrid designs resembling suspension bridges. In tied arch configurations, the 's tension directly opposes the arch's tendency to spread, maintaining stability under live loads. The primary advantages of hinged and tied arches lie in their ability to handle movements in long-span applications without cracking or excessive deformation, offering greater flexibility than fixed arches while ensuring load distribution efficiency. This makes them suitable for environments with variable temperatures or uneven settlements, reducing maintenance needs over time.

False and Composite Arches

False arches, also known as arches, are constructed by progressively projecting successive courses of stone or from each side of an opening until they meet at the center, forming a stepped of a curved topped by a capstone. Unlike true arches, which rely on compressive forces along a continuous , false arches depend on cantilevering and shear resistance between horizontal layers, resulting in tensile stresses on the undersides of the projecting elements. Composite arches involve the integration of multiple materials or methods to form a hybrid structure, such as timber frameworks combined with facings to provide both temporary support and permanent load-bearing capacity. In traditional building practices, timber centering serves as the inner support during placement, with the outer facing of stone or creating the visible arch form once the temporary elements are removed. Relieving arches are concealed within walls to redirect loads away from openings, such as over lintels or flat spans, thereby distributing weight to adjacent structural elements without exposing the curved form. These hidden features enhance stability by diverting vertical forces to thicker wall sections or piers, minimizing stress concentrations in the visible facade. A key limitation of false and composite arches is their reduced capacity to span wide openings, as the cantilevered projections in designs and the reliance on material interfaces in hybrids can lead to tension failure under increasing loads, necessitating thicker sections or additional reinforcement for larger distances.

Historical Development

Ancient Near East and

The earliest evidence of arch construction in the appears in Sumerian around 3000 BCE, where true arches were used in underground drainage systems built from burnt bricks laid in radial patterns. These structures, found at sites like and Kish, demonstrate an early mastery of curved forms to manage water flow beneath buildings and streets, marking the first known application of the arch principle beyond simple corbelling. In the Aegean during the Late , Mycenaean builders employed corbelled arches—precursors to true arches—in elaborate tomb architecture, most notably the at , constructed circa 1350 BCE. This tholos tomb features a massive corbelled dome spanning over 14 meters in diameter, achieved by progressively overhanging courses of that converge at the apex, creating a beehive-like interior. Such techniques allowed for monumental underground chambers without central supports, reflecting adaptations influenced by Near Eastern precedents./05:_Art_of_the_Aegean_Civilizations/5.03:_Mycenaean_Art) Early arches in these regions were predominantly constructed from mudbricks, formed by mixing clay, , and , then sun-dried or fired; reeds were woven into mats and layered between courses for , improving tensile strength and resistance to seismic activity and in the alluvial plains. This material choice was practical given the scarcity of stone, enabling rapid construction of durable spans in urban environments like and . The adoption of arches facilitated a pivotal shift from post-and-lintel systems, which relied on vertical posts and horizontal beams to limit spans to about 3-4 meters, to curved designs capable of bridging wider openings up to 6 meters or more without intermediate supports. This innovation enhanced architectural flexibility in and the Aegean, supporting larger enclosures for temples, drains, and tombs while distributing loads more efficiently through compression. Early examples often approximated semicircular profiles, laying the groundwork for later refinements.

Classical Antiquity in Persia, Greece, and Rome

In the Achaemenid Empire during the 6th to 5th centuries BCE, early precursors to the true arch emerged in utilitarian structures, particularly drainage systems at major sites like and . These included semicircular arched openings in underground drains and conduits designed to manage water flow beneath palaces and terraces, marking an initial adoption of arch-like forms for practical engineering needs rather than monumental display. Such features represented a synthesis of Mesopotamian and local Iranian building traditions, using stone voussoirs to create stable passages that prevented collapse under soil pressure. Greek architecture in the classical period (ca. 5th–4th centuries BCE) largely eschewed the true arch in favor of the trabeated system, relying on post-and-lintel construction with vertical columns supporting horizontal beams to achieve structural integrity and aesthetic harmony. This preference stemmed from a cultural emphasis on clarity, proportion, and optical refinements in temples and public buildings, where the arch was viewed as less geometrically pure and more associated with Eastern influences. However, rare examples of corbelled arches—formed by stepping inward courses of stone—appeared in Mycenaean-era beehive tombs (tholos tombs) from the Late (ca. 1600–1200 BCE), such as the at , where they created beehive-shaped domes up to 13 meters high over circular burial chambers. These corbelled forms, while innovative for their time, did not evolve into widespread true arches in later Greek design, remaining confined to funerary contexts. The Romans, building on Etruscan precedents from the BCE, achieved mastery of the true semicircular arch by the late and early ( BCE onward), integrating it extensively into infrastructure, civic buildings, and commemorative monuments to support expansive urban development. In aqueducts, multi-tiered arrangements of arches enabled efficient water transport over long distances and varied terrain; the near , constructed around 19 BCE, exemplifies this with its three superimposed levels of arches rising 49 meters, the bottom tier spanning the Gardon River with a 24-meter-wide arch, and the top channel maintaining a precise 0.034% gradient for gravity-fed flow over 50 kilometers. Basilicas like the (begun 307 CE) employed arches to divide spacious interiors, with massive concrete cores of opus caementicium— a volcanic ash-based mortar binding aggregate—allowing for vast barrel vaults and reduced reliance on thick walls. Triumphal arches further showcased Roman innovation, serving as freestanding monuments to celebrate military victories while incorporating decorative elements from the classical orders (Doric, Ionic, Corinthian, and later Composite). The (312–315 CE) in , standing 20 meters high with three portals flanked by Corinthian columns, reused from earlier emperors' monuments and featured narrative reliefs of Constantine's triumph over at the Milvian Bridge. These structures often combined brick-faced concrete cores for durability with marble veneers for grandeur, enabling multi-tiered facades and entablatures that superimposed orders in hierarchical sequences—heavier Doric at the base ascending to lighter Corinthian above—to convey imperial power and prowess. By the 4th century CE, such advancements had transformed the arch from a structural tool into a symbol of Roman dominance across the empire.

Asia and India

In ancient China, architectural traditions predominantly favored trabeated post-and-beam systems supported by brackets, which distributed loads effectively without relying on true arches, reflecting a preference for wooden frameworks that enhanced seismic resilience in earthquake-prone regions. This approach persisted until the (206 BCE–220 CE), when wooden arch structures emerged, particularly in bridge designs such as timber-covered spans documented in historical texts like the History of the . Stone arches remained limited in monumental buildings, appearing more commonly in utilitarian contexts like drainage systems or later bridges, due to the cultural and practical emphasis on timber as the primary material for flexibility and rapid construction. Cultural factors further reinforced this aversion to true arches in favor of trabeated wood construction; traditional Chinese aesthetics and prioritized horizontal emphasis and modular bracketing to harmonize with natural landscapes and principles, viewing arched forms as less aligned with the symbolic balance of heaven and earth. Arches were not entirely absent but adapted regionally, often in southern forms that wove curved elements for stability without dominating building typologies. In , flourished in Buddhist complexes, exemplified by the chaitya halls of the , where semicircular arches formed the vaulted ceilings and facades of prayer halls dating to the 2nd century BCE. These monolithic excavations, carved directly into cliffs, integrated arched elements to mimic wooden prototypes while providing expansive, column-supported interiors for communal worship, showcasing early mastery of curvilinear forms in sacred spaces. Southeast Asian architecture adapted these Indian influences, as seen in the Temple complex in , constructed around the 9th century CE under the Sailendra dynasty, where arch-like niches and gateways blended Gupta-era motifs with local pyramidal designs to symbolize the Buddhist path to enlightenment. This synthesis extended Indian semicircular arch aesthetics into terraced galleries and relief panels, creating a monumental landscape that emphasized vertical ascent over enclosed vaults.

Islamic and Medieval Periods

During the , particularly under Umayyad rule from the 7th to 8th centuries, architects innovated arch forms that blended local traditions with structural efficiency, most notably the and . The , characterized by its rounded profile narrowing slightly at the top, originated in Visigothic architecture but was refined and popularized in Western Islamic structures, such as the Great Mosque of Córdoba, initiated in 786 CE by . This form allowed for graceful spans in halls, supporting expansive prayer spaces while echoing pre-Islamic Iberian influences. Similarly, the , with its cusped, lobe-like edges creating intricate ornamental patterns, first appeared in the of around 706–715 CE, adorning the and later influencing mosque designs across the Muslim world for its symbolic representation of unity and infinity. In later Islamic traditions, particularly during the in from the 16th to 17th centuries, the ogee arch emerged as a distinctive S-curved form, combining pointed and rounded elements for elegant, hierarchical emphasis in facades and gateways. Exemplified in the complex, completed in 1653 CE under , the entrance gate features a massive central arch in red sandstone, framing the transition from the earthly realm to the paradisiacal garden and highlighting the fusion of Persian, Islamic, and Indian aesthetics. These innovations not only enhanced aesthetic complexity but also distributed loads effectively in monumental tombs and mosques. Byzantine architecture bridged classical and medieval developments through transitional techniques like pendentives, which enabled domes to rest over arched square bases. In the , rebuilt in 537 CE under Emperor by architects and , four massive pendentives—triangular curved segments—supported the central dome atop arches between piers, creating an expansive, luminous interior that symbolized imperial and divine authority in . This engineering feat influenced subsequent Eastern Christian and Islamic dome constructions. In medieval Europe, from the 12th to 15th centuries advanced arch usage for verticality and light, with the playing a pivotal role in cathedrals like , reconstructed after a 1194 fire and completed around 1220 CE. The 's geometry directed thrusts downward more efficiently than semicircular forms, enabling slender piers, ribbed groin vaults for complex ceiling spans, and external flying buttresses to counter lateral forces, thus allowing vast glazed windows that flooded interiors with light to evoke spiritual transcendence. These elements marked a shift from Romanesque solidity to ethereal height. The dissemination of Islamic arch forms to Europe occurred through Crusades (1095–1291 CE) and Mediterranean trade routes, where Western architects encountered Levantine and Andalusian styles in captured cities like and via Italian ports such as and . Pointed and multifoil arches from structures like the (7th century) and Córdoba's Mezquita influenced Gothic designs in and , appearing in sites like Notre-Dame and , while Norman served as a conduit for ribbed vaulting from Córdoba.

Pre-Columbian Americas

In pre-Columbian , the Maya developed the corbelled arch as a primary method for spanning interior spaces in monumental , particularly in temples and palaces during the Classic period (c. 250–900 CE) and into the Post-Classic era. This technique involved layering stone courses that projected inward from opposing walls, gradually narrowing until they met at a capstone, creating a tapered vault rather than a semicircular form. At sites like in the , such vaults were integral to structures like the Temple of the Warriors and the Osario, dating to the 9th–10th centuries CE, where they supported multi-room complexes and allowed for spans of up to approximately 6 meters. These corbelled forms emphasized verticality and symbolic enclosure, often adorned with masks or hieroglyphs, reflecting the Maya's mastery of masonry in a region abundant with terrain. In the Andean region, the Inca employed false arches characterized by trapezoidal doorways and niches, constructed without true voussoirs but achieving stability through precise masonry. These openings, wider at the base and tapering upward, were designed to withstand seismic activity prevalent in the , distributing stress effectively in mortarless walls fitted from or blocks. At , built in the 15th century CE under Emperor , such features appear in elite structures like the Temple of the Sun and residential compounds, where the ashlar technique involved polishing and interlocking stones to create earthquake-resistant forms spanning small to medium openings. This approach prioritized durability and integration with the rugged , avoiding the inward projection of corbelling in favor of geometric precision. True arches, relying on keystone compression, were absent across pre-Columbian , with cultures instead favoring post-and-lintel systems using wooden beams or stone slabs supported by piers. This reliance stemmed from available materials—such as brittle in ill-suited for curved voussoirs—and cultural traditions emphasizing rectilinear forms that aligned with cosmological views of stability and hierarchy, reducing the need for wide-span innovations in narrow temple interiors. In , similar factors limited arch development, as Andean stonework focused on vertical stacking for seismic resilience rather than horizontal management. Regional variations in included minimal arch-like curvature in Mississippian mound-building cultures (c. 800–1600 CE), where earthworks and wooden superstructures at sites like and Moundville primarily used post-and-lintel construction for platform mounds and enclosures. Subtle corbelling occasionally appeared in wattle-and-daub walls or ramp edges, but these were rare and limited to small-scale features, reflecting a focus on earthen volume over stone vaulting in riverine environments with abundant timber. This approach supported communal plazas and elite residences without the compressive forms seen elsewhere, prioritizing symbolic elevation through mound height rather than spanned openings.

Modern and Revival Eras

In the , architects revived historical arch forms amid a broader neoclassical and romantic movement, drawing on Gothic and Romanesque styles for public buildings to evoke grandeur and historical continuity. The Gothic Revival prominently featured pointed arches, ribbed vaults, and intricate tracery, as exemplified by the Palace of Westminster in , designed by and Augustus Welby Northmore Pugin and largely completed by 1870, where these elements symbolized national heritage in a major civic complex. Similarly, the Romanesque Revival emphasized robust round arches and heavy masonry, seen in H.H. Richardson's in , built from 1884 to 1888, which integrated these features into a monumental public structure blending functionality with ornamental solidity. This revival extended into the early 20th century with neoclassical influences, such as the Beaux-Arts-style in , completed in 1907 by , where grand Roman-inspired barrel vaults and arches created expansive, light-filled interiors for a key transportation hub. The marked significant engineering innovations in arch design, leveraging and advanced calculations to span vast distances in bridges and infrastructure. Parabolic arches, which distribute compressive forces optimally along their curve, became a hallmark of this era, as demonstrated by the in , engineered by John Bradfield and constructed from 1923 to 1932 using riveted plates weighing over 52,000 tons. The bridge's 503-meter span and parabolic profile not only provided structural efficiency but also integrated rail, road, and pedestrian traffic, influencing global bridge engineering by prioritizing material economy and wind resistance. Contemporary architecture has further advanced arch applications through and computational tools, enabling complex, optimized forms in large-scale venues. The , known as the "Bird's Nest," completed in 2008 for the Olympics by with Arup engineers, employs a lattice of interwoven arced beams—24 primary radial trusses forming an elliptic shape—generated via algorithmic modeling to balance aesthetic intricacy with seismic resilience and minimal material use. This approach allowed for iterative simulations that refined the 42,000-ton structure's compression paths, reducing redundancy while achieving a 330-meter and supporting 91,000 spectators. Post-1940s modernism largely supplanted arches with trabeated systems of straight beams and columns, favoring rectilinear geometries for mass production, standardization, and the International Style's emphasis on functional purity, which dominated urban development through the late 20th century. However, a resurgence has occurred since the late 20th century, driven by sustainability imperatives, as arch and compression-only structures efficiently channel loads without tension members, minimizing high-carbon materials like steel and concrete and thereby reducing embodied energy in optimized designs compared to tensile frames. This revival aligns with regenerative architecture principles, promoting durable, low-maintenance forms in eco-conscious projects like vaulted roofs and catenary shells that enhance resource efficiency.

Construction Techniques

Masonry and Stone Arches

Masonry and stone arches represent a traditional form of construction where wedge-shaped units of stone or brick are arranged in a curved configuration to span openings, relying entirely on compressive forces for stability without tensile reinforcement. These structures have been employed since antiquity to create durable bridges, doorways, and vaults, with the arch's shape enabling efficient load transfer to supporting abutments. The construction process requires meticulous preparation, beginning with the erection of temporary wooden or metal formwork known as centering, which provides a scaffold to support the arch's profile during assembly. Voussoirs— the precisely cut, wedge-shaped masonry units—are then laid starting from the springers, the lowest voussoirs resting on the imposts or vertical supports, and progressing symmetrically upward toward the crown. The final voussoir, the keystone, locks the assembly in place at the apex, distributing the load evenly. Once the mortar has cured sufficiently, the centering is carefully removed, allowing the arch to self-support through its compressive geometry. Common materials for these arches include durable natural stones such as and , or fired bricks, all shaped into wedges to fit the arch's and bonded with lime-based mortar for flexibility and . The stones or bricks are quarried and cut to exacting dimensions, ensuring tight joints that minimize shear and enhance load-bearing capacity. A primary challenge in masonry arch construction is achieving precise alignment of the voussoirs, as even minor deviations can result in uneven distribution, leading to localized stress concentrations and potential cracking or collapse over time. For repairs, is a standard technique, involving the removal of degraded mortar from joints and its replacement with a compatible lime to reinstate water resistance and structural cohesion without introducing incompatible stiffness. Historical masonry arches demonstrate impressive engineering feats, with span limits reaching up to 50 meters or more in medieval examples, such as the 14th-century Trezzo sull'Adda Bridge in , which featured a single 72-meter span before its partial destruction.

Reinforced Concrete and Steel

The integration of into arch construction began in the late , revolutionizing the field by embedding rebar within poured forms to provide tensile alongside concrete's . This method allowed for the fabrication of monolithic structures that could withstand bending forces, enabling slender designs without the need for extensive support. A landmark illustration is Robert Maillart's Salginatobel Bridge in , completed in 1930, which features a three-hinged hollow-box arch spanning 89 meters across the Salgina Valley; the innovative thin-walled form, reinforced with internal , minimized material while maximizing structural efficiency. Steel arches, emerging concurrently in the mid-19th century, employed riveted or welded trusses to create tied configurations that distributed loads effectively over vast distances, often prefabricated off-site for rapid assembly. The Eads Bridge in St. Louis, Missouri, engineered by James Buchanan Eads and opened in 1874, exemplifies this approach as the first major all-steel arch bridge, with three parallel arch spans each measuring about 152 meters and constructed from riveted tubular steel chords supported on stone piers. Prefabrication techniques, such as shop-riveting of truss components, facilitated the bridge's construction amid challenging river conditions, setting a precedent for industrial-scale arch projects. These materials' tensile properties—steel, with its much higher tensile strength compared to concrete (typically 50–100 times greater)—permitted thinner profiles and spans far exceeding those of stone arches, reaching up to 518 meters in 20th-century steel examples like the completed in 1977. arches benefited similarly, with preventing cracking under tension and enabling hollow or designs that reduced self-weight by up to 50% compared to predecessors. Over the , arch design evolved from forms, which prioritized bulk for load-bearing in early applications, to sophisticated prestressed variants introduced post-1950s. Prestressing involves tensioning high-strength tendons within the to preemptively counter tensile stresses, allowing even slimmer profiles and spans while improving durability against . This advancement, pioneered by Eugène Freyssinet in the 1920s and widely implemented after , marked a shift toward optimized, long-lasting structures in both bridges and buildings.

Contemporary Methods and Materials

In the 21st century, digital tools have revolutionized arch design and fabrication through computational parametric modeling and advanced manufacturing techniques. Computer-aided design (CAD) and computer-aided manufacturing (CAM) enable architects to generate complex, optimized arch geometries by defining parameters such as curvature, load distribution, and environmental factors, allowing for iterative simulations that enhance structural efficiency. For instance, the Atyrau Bridge in Kazakhstan (completed 2021), a 314-meter-long pedestrian bridge designed using parametric tools inspired by natural forms like river flows to create a lightweight shell structure. Complementing , has emerged as a key method for producing custom in arch , enabling the creation of intricate, reusable molds that minimize and labor. Large-scale extrusion-based fabricates temporary or permanent for concrete arches, supporting non-standard shapes that would be cost-prohibitive with conventional methods; studies show this approach can reduce costs by up to 50% for doubly curved surfaces. The Eggshell Pavilion demonstrates this, utilizing thermoplastic to cast a thin-shell arch-like structure, achieving spans with minimal material while allowing for demountable and recyclable components. New materials like fiber-reinforced polymers (FRP) have introduced lightweight, high-strength alternatives for arch structures, offering superior resistance and tensile properties over traditional or . FRP composites, typically combining carbon or fibers with resins, enable all-FRP arches or hybrids that achieve spans exceeding 100 meters with weights 70% lower than equivalent designs, as evidenced in pedestrian bridge prototypes. A 2023 review highlights their application in modular arch systems, where pultruded FRP sections provide durability in harsh environments, such as coastal areas, without the need for protective coatings. Geopolymer concrete further advances material innovation by serving as a low-carbon binder in arch construction, activated by industrial byproducts like fly ash and to form a matrix that is 80% lighter and highly resistant to chemical degradation compared to Portland cement-based alternatives. This material's geopolymerization process yields compressive strengths up to 60 MPa while exhibiting negligible penetration, making it ideal for long-span arches in aggressive settings; research on bridge applications confirms its viability for precast arch elements with lifespans over 100 years. Sustainability drives contemporary arch practices, incorporating recycled aggregates and low-carbon mixes to lower by 40-60% in projects emphasizing principles. The at The Green Village in the (2024) utilizes 100% recycled aggregates from demolished structures, combined with low-carbon substitutes, to form a 12-meter span arch that diverts over 10 tons of waste from landfills while maintaining structural integrity under pedestrian loads. Such designs prioritize lifecycle assessments, ensuring minimal emissions during production and . Hybrid systems integrating arches with principles—where compressive arch elements are stabilized by tension cables—facilitate ultra-thin spans that optimize material distribution for efficiency. The in , (2009), represents a seminal hybrid tensegrity arch, spanning a total of 470 meters with a main span of 125 meters, featuring mast-supported cables reducing the arch thickness to under 1 meter, achieving a 30% weight savings over conventional designs while enhancing pedestrian flow. Recent advancements extend this to deployable hybrids, allowing temporary arches for events or disaster relief with self-erecting mechanisms.

Architectural and Cultural Roles

Styles and Applications

In , rounded arches formed the structural backbone of load-bearing walls in cathedrals, combining with piers and masonry to support heavy vaults and create multi-story elevations such as arcades and galleries. This approach, seen in examples like , relied on thick walls to distribute the downward thrust of rounded arches, enabling enclosed stone interiors but limiting window sizes due to the need for substantial mass. Gothic architecture advanced this by employing pointed arches in cathedrals, which efficiently directed weight onto load-bearing columns and reduced outward pressure on walls, allowing for thinner constructions and expansive stained-glass windows. Paired with flying buttresses—ramping arches that redirected lateral forces to the ground—these elements supported soaring vaults, as exemplified in structures like , where the interplay of arches and buttresses achieved unprecedented height and luminosity. In , arches transitioned toward decorative roles in facades, often integrated with sculptural elements to create dynamic, theatrical effects that emphasized movement and grandeur. Neoclassical styles further emphasized arches as ornamental gateways, such as the in , commissioned in 1806 by Napoleon I and designed by Jean Chalgrin as a monumental inspired by ancient Roman forms, serving primarily as a decorative urban marker rather than a primary load-bearer. Modern applications of arches span functional and ornamental uses across diverse building types. In bridges, steel truss arches enable vast spans for transportation, exemplified by the in , —a continuous steel truss arch with tie girders completed in 2009, holding the record for the longest main span at 552 meters through innovative assembly techniques. Stadiums like in incorporate massive arches for structural support, such as its 315-meter single-span lattice arch that upholds the retractable roof while defining the venue's iconic silhouette. Gateways, such as the in , blend both roles: its stainless- form, reaching 192 meters in height, functions as a self-supporting structure while serving as an ornamental monument commemorating westward expansion. These examples highlight arches' versatility in contemporary , prioritizing efficiency in load distribution for functional spans while allowing aesthetic integration in public landmarks.

Symbolic and Cultural Significance

In , the arch within the serves as a profound symbol of the gateway to the divine, directing worshippers toward and representing the intersection between the earthly realm and the spiritual presence of . This ornate arched niche acts as a visual and spiritual anchor, embodying the transcendence from human to divine connection. In Roman tradition, arches evolved into triumphal monuments that signified military victory and imperial glory, awarded by the to honor generals and later emperors as enduring emblems of power and conquest. These structures, often adorned with reliefs depicting processions, reinforced the narrative of triumph over adversity, projecting the might of across public spaces. Arches appear frequently in art as motifs of and transition, notably in Eugène Delacroix's Romantic paintings such as in Their Apartment, where Moorish arches frame intimate domestic scenes, evoking a sense of cultural passage and sensual amid oriental splendor. In , arches often function as metaphors for life's thresholds, symbolizing the passage from one state to another—such as birth to maturity or mortality to —while embodying resilience and the cyclical turning of existence. This representational role underscores arches not merely as physical forms but as narrative devices that convey openness within solidity and the human capacity for enduring transformation. Culturally, arches manifest in festive rituals as temporary structures, such as arbors, which symbolize the gateway to marital union and the establishment of a shared future home, drawing from ancient Roman practices of vows exchanged beneath garlanded arches to mark new beginnings. In modern memorials, arches continue this legacy, as seen in Paris's , which honors revolutionary and Napoleonic victories while serving as a poignant reminder of collective sacrifice and national endurance. These contemporary uses adapt the arch's form to commemorate historical events, fostering communal reflection on loss and resilience. Globally, arches exhibit stark variations in cultural narratives: in indigenous traditions, natural formations like Utah's Rainbow Bridge hold sacred status as portals to the spirit world, integral to , , and other tribes' rituals for honoring ancestors and maintaining spiritual harmony with the land. Conversely, Western monumentalism employs constructed arches, such as those in Australian settler colonial contexts, to assert dominance and narrate imperial progress, often overwriting indigenous histories with symbols of European triumph and permanence. This contrast highlights arches as versatile emblems—spiritual connectors in indigenous cosmologies versus assertions of power in Western ideologies.

References

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