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{{See also|Curvature}}
{{See also|Curvature}}
[[File:Gaussian curvature.PNG|thumb|Example of surfaces to which all the possible surfaces can be reduced to. Starting from the foreground: the [[Hyperboloid]] (negative), the [[Cylinder]] (null), and the [[Sphere]] (positive Gaussian curvature).]]
[[File:Gaussian curvature.PNG|thumb|Example of surfaces to which all the possible surfaces can be reduced to. Starting from the foreground: the [[Hyperboloid]] (negative), the [[Cylinder]] (null), and the [[Sphere]] (positive Gaussian curvature).]]
Differently from the post and lintel construction, which capacity depends upon the resistance of the single members, curved structures can rely on their shape too. Indeed, in a curved structure subject to a given loading condition, the axial [[Stress (mechanics)|stress]] flows towards the [[Springer (architecture)|springers]] following a definite path, which depends on the [[Boundary value problem|boundary conditions]], namely the [[Constraint (mechanics)|constraints]] and the loads.
Differently from the post and lintel construction, which capacity depends upon the resistance of the single members, curved structures can rely on their shape too. However, single curvature structures (that is, simple vaults) show less capacity than double curvature ones (e.g., domes, domical and cloister and saddle). This is because a simple vault - from a geometric point of view - corresponds to a [[developable surface]], which has null [[Gaussian curvature]], therefore it can be flattened to a planar surface with no distortion. Dome-like and saddle structures have respectively a positive and a negative Gaussian curvature, being shape-resistant structures par excellence.<ref name=":5" />

However, single curvature structures (that is, simple vaults) show less capacity than double curvature ones (e.g., domes, domical and cloister and saddle). This is because a simple vault - from a geometric point of view - corresponds to a [[Developable surface|developable surface]], which has null [[Gaussian curvature]], therefore it can be flattened to a planar surface with no distortion. Dome-like and saddle structures have respectively a positive and a negative Gaussian curvature, being shape-resistant structures par excellence.


== Architecture and engineering ==
== Architecture and engineering ==
{{See also|Ancient Roman architecture}}
{{Main|Ancient Roman architecture}}
{{Main|Opus caementicium}}
All the typologies of [[Arch|arches]], [[Vault (architecture)|vaults]] and [[Dome|domes]] come from the operations stated in the previous section. They are comprehensively collected and explained in each correspondant [[Wikipedia article]]. Curved shapes were used in the past for covering large rooms in buildings, as happened for example in the [[Domus Aurea]] of [[Emperor Nero]], the [[Basilica of Maxentius]], the [[Pantheon, Rome]], or [[Hagia Sophia]]. However, they could be used for infrastructures too. For instance, the [[Ancient Roman civilization]] exploited curved structures for [[Bridge|bridges]]<ref>{{Cite book |last=O'Connor |first=Colin |title=Roman bridges |date=1993 |publisher=Cambridge University Press |isbn=978-0-521-39326-3 |location=Cambridge ; New York}}</ref>, [[Aqueduct (water supply)|aqueducts]]<ref>{{Cite book |url=https://www.worldcat.org/title/326681108 |title=The Oxford encyclopedia of ancient Greece and Rome |date=2010 |publisher=Oxford University Press |isbn=978-0-19-517072-6 |editor-last=Gagarin |editor-first=Michael |location=New York |oclc=326681108 |editor-last2=Fantham |editor-first2=Elaine}}</ref>, [[sewage]] ducts, and [[Arch dam|arch-dam]]<ref>{{Cite book |last=Smith |first=Norman Alfred Fisher |title=A history of dams |date=1971 |publisher=P. Davies |isbn=978-0-432-15090-0 |location=London}}</ref>. The main materials of such constructions were [[Masonry]] and [[Roman concrete]].<ref>{{Citation | last1 = Lechtman | first1 = Heather | last2 = Hobbs | first2 = Linn | year = 1986 | contribution = Roman Concrete and the Roman Architectural Revolution. Ceramics and Civilization | editor-last = Kingery | editor-first = W. D. | title = High Technology Ceramics: Past, Present, Future | publisher = American Ceramics Society | volume = 3}}</ref>
All the typologies of [[Arch|arches]], [[Vault (architecture)|vaults]] and [[Dome|domes]] come from the operations stated in the previous section. They are comprehensively collected and explained in each correspondant [[Wikipedia article]]. Curved shapes were used in the past for covering large rooms in buildings, as happened for example in the [[Domus Aurea]] of [[Emperor Nero]], the [[Basilica of Maxentius]], the [[Pantheon, Rome]], or [[Hagia Sophia]]. However, they could be used for infrastructures too. For instance, the [[Ancient Roman civilization]] exploited curved structures for [[Bridge|bridges]]<ref>{{Cite book |last=O'Connor |first=Colin |title=Roman bridges |date=1993 |publisher=Cambridge University Press |isbn=978-0-521-39326-3 |location=Cambridge ; New York}}</ref>, [[Aqueduct (water supply)|aqueducts]]<ref>{{Cite book |url=https://www.worldcat.org/title/326681108 |title=The Oxford encyclopedia of ancient Greece and Rome |date=2010 |publisher=Oxford University Press |isbn=978-0-19-517072-6 |editor-last=Gagarin |editor-first=Michael |location=New York |oclc=326681108 |editor-last2=Fantham |editor-first2=Elaine}}</ref>, [[sewage]] ducts, and [[Arch dam|arch-dam]]<ref>{{Cite book |last=Smith |first=Norman Alfred Fisher |title=A history of dams |date=1971 |publisher=P. Davies |isbn=978-0-432-15090-0 |location=London}}</ref>. The main materials of such constructions were [[Masonry]] and [[Roman concrete]].<ref>{{Citation | last1 = Lechtman | first1 = Heather | last2 = Hobbs | first2 = Linn | year = 1986 | contribution = Roman Concrete and the Roman Architectural Revolution. Ceramics and Civilization | editor-last = Kingery | editor-first = W. D. | title = High Technology Ceramics: Past, Present, Future | publisher = American Ceramics Society | volume = 3}}</ref>


With the [[Industrial Revolution]], the material chosen were more likely [[Wrought iron|wrought]], [[cast iron]] or, later, [[reinforced concrete]]. In this way, also the shape of the infrastructures started to change. Some example of curved structures were the [[Palm House, Kew Gardens]] by Turner and Burton and the[[The Crystal Palace]] by Paxton, or on the infrastructures side, the [[Garabit viaduct]].<ref name=":2">{{Cite book |last=Frampton |first=Kenneth |title=Storia dell'architettura moderna |date=2008-09-01 |publisher=Zanichelli |year=2008 |isbn=978-8808164629 |edition=4th |language=Italian |trans-title=Modern Architecture: a critical History.}}</ref> Later in [[20th century|20<sup>th</sup> century]], [[Pier Luigi Nervi]] started studying the possibilities of [[reinforced concrete]], building his famous ribbed [[Hangar|hangars]].<ref name=":2" /><ref>{{cite book |last1=Salvadori |first1=Mario |title=Perché gli edifici stanno in piedi |publisher=Bompiani |year=1993 |isbn=978-8845215131 |edition=2nd |location=Milano |language=Italian |translator-last=Brandolini |translator-first=Sebastiano |trans-title=Why Buildings Stand Up |translator-last2=Pace |translator-first2=Carlo}}</ref>
With the [[Industrial Revolution]], the material chosen were more likely [[Wrought iron|wrought]], [[cast iron]] or, later, [[reinforced concrete]]. In this way, also the shape of the infrastructures started to change. Some example of curved structures were the [[Palm House, Kew Gardens]] by Turner and Burton and the[[The Crystal Palace]] by Paxton, or on the infrastructures side, the [[Garabit viaduct]].<ref name=":2">{{Cite book |last=Frampton |first=Kenneth |title=Storia dell'architettura moderna |date=2008-09-01 |publisher=Zanichelli |year=2008 |isbn=978-8808164629 |edition=4th |language=Italian |trans-title=Modern Architecture: a critical History.}}</ref> Later in [[20th century|20<sup>th</sup> century]], [[Pier Luigi Nervi]] started studying the possibilities of [[reinforced concrete]], building his famous ribbed [[Hangar|hangars]].<ref name=":2" /><ref name=":5">{{cite book |last1=Salvadori |first1=Mario |title=Perché gli edifici stanno in piedi |publisher=Bompiani |year=1993 |isbn=978-8845215131 |edition=2nd |location=Milano |language=Italian |translator-last=Brandolini |translator-first=Sebastiano |trans-title=Why Buildings Stand Up |translator-last2=Pace |translator-first2=Carlo}}</ref>


Many other structures have been built by exploiting curved surface, the [[Philips Pavilion]] in [[Brussels]] by [[Le Corbusier]] and [[L'Oceanogràfic]] in [[Valencia]] by [[Félix Candela]] and [[Alberto Domingo]] are two examples of exploitation of the hyperbolic paraboloid shapes.<ref name=":4" /><ref name=":3" /><ref>{{Cite journal |last=Lázaro |first=Alberto Carlos |last2=Serna Ros |first2=Pedro |last3=Cabo |first3=Domingo |date=2003 |title=Construcción de la JCHYPAR, una lámina delgada de hormigón reforzado con fibras de acero, en el oceanográfico de Valencia |journal=Hormigón y acero |language=Spanish |volume=54 |issue=228-229 |pages=177-186}}</ref>
Many other structures have been built by exploiting curved surface, the [[Philips Pavilion]] in [[Brussels]] by [[Le Corbusier]] and [[L'Oceanogràfic]] in [[Valencia]] by [[Félix Candela]] and [[Alberto Domingo]] are two examples of exploitation of the hyperbolic paraboloid shapes.<ref name=":4" /><ref name=":3" /><ref>{{Cite journal |last=Lázaro |first=Alberto Carlos |last2=Serna Ros |first2=Pedro |last3=Cabo |first3=Domingo |date=2003 |title=Construcción de la JCHYPAR, una lámina delgada de hormigón reforzado con fibras de acero, en el oceanográfico de Valencia |journal=Hormigón y acero |language=Spanish |volume=54 |issue=228-229 |pages=177-186}}</ref>
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=== Structural behaviour ===
=== Structural behaviour ===
The [[Boundary value problem|boundary conditions]] that would cause [[Bending moment|bending]] and [[shear stress]] in a post and lintel structure, in a curved structure cause just axial stress in the unit elements.<ref>{{Cite web |url=http://costruirecorrettamente.org/site/approfondimento/schede_opere/colorbox.php?doc_id=161 |title=Costruire Correttamente. Concorso nazionale per le scuole ispirato alla figura e all'opera di Pier Luigi Nervi}}</ref> Indeed, according to Professor [[:de:Jacques Heyman]], in the case of masonry curved structures (he referred especially to [[Gothic architecture]]), the assumptions of unlimited compressive resistance, null tensile and shear resistance and under the hypothesis of small displacements, it can be assumed that a structure is safe and stable until the [[Funicular curve|funicolar polygon]] stays within the middle third of the cross section.<ref>{{Cite book |last=Heyman |first=Jacques |title=The Stone Skeleton: Structural Engineering of Masonry Architecture |date=1997 |publisher=Cambridge University Press |year=1997 |isbn=978-0521629638 |language=English}}</ref>

Traditional masonry curved structures is the result of the assemblage of many voussoirs. Given the shape of the vault formed,
Traditional masonry curved structures is the result of the assemblage of many voussoirs. Given the shape of the vault formed,


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[[File:Orecchio di Dioniso - panoramio (1).jpg|thumb|Inner side of the [[Ear of Dionysius]], with a partial view of the surfaces that make it a whispering gallery.]]
[[File:Orecchio di Dioniso - panoramio (1).jpg|thumb|Inner side of the [[Ear of Dionysius]], with a partial view of the surfaces that make it a whispering gallery.]]
Some double curvature structures are known for the [[Echo|echo]]<ref>{{cite book|last1=Wölfel|first1=Matthias|last2=McDonough|first2=John|title=Distant Speech Recognition.|date=2009|publisher=John Wiley & Sons|location=Chichester|isbn=978-0470714072|page=48}}</ref> or the [[reverberation]] phenomena they create.<ref>{{cite book|last=Valente|first=Michael|author2=Holly Hosford-Dunn |author3=Ross J. Roeser |title=Audiology|publisher=Thieme|date=2008|pages=425–426|isbn=978-1-58890-520-8}}</ref> These are due to the size of the spaces and the materials exploited for the structure or the finishing (usually hard and with small pores). The shape does a lot in preventing or enhancing the effect. Cross or cloister vaults do not generate an echo. Pointed domes easily create reverberation more than echo.<ref>{{cite web | last1 = Davis | first1 = Lara | last2 = Maïni | first2 = Satprem | year = 2003-2016 | title = BUILDING WITH ARCHES, VAULTS AND DOMES | website = Auroville Earth Institute | url = https://wiki.opensourceecology.org/images/6/68/AVEI_building_with_arches_vaults_and_domes.pdf | pages = 108–110 | access-date = 2024-07-11}}</ref> At the same time, spherical surfaces are highly reflective due to their concavity <ref>{{cite web | last = Kayili | first = Mutbul | year = 2005 | title = Acoustic Solutions in Classic Ottoman Architecture | id = 4087 | website = FSTC (Foundation for Science Technology and Civilisation) Limited | url = https://www.muslimheritage.com/uploads/Acoustic.pdf | pages = 1–15 | access-date = 2024-07-11}}</ref>. Indeed, [[hemispherical|hemispheres]], [[paraboloid]], or similar surfaces are eager to reflect and redirect sound, sometimes constituting a [[whispering gallery]]. Examples of whispering galleries can be found in well-known architectures like [[St Paul's Cathedral]] in [[London]], where the phenomenon has been studied by [[John William Strutt, 3rd Baron Rayleigh|Lord Rauyleigh]]<ref>{{Cite book |last=Rayleigh |first=John William Strutt |url=http://archive.org/details/scientificpapers05rayliala |title=Scientific papers |date=1899-1920 |publisher=Cambridge : University Press |others=University of California Libraries}}</ref> or the [[Archbasilica of Saint John Lateran]]<ref name=":1">{{Cite book |last=Sabine |first=Wallace Clement |url=http://archive.org/details/collectedpaperso00sabi |title=Collected papers on acoustics |date=1922 |publisher=Cambridge : Harvard University Press |others=University of California Libraries}}</ref> in [[Rome]], but also in caves like the [[Ear of Dionysius]] in [[Syracuse, Sicily]], which has been treated by [[Wallace Clement Sabine]].<ref name=":1" />
Some double curvature structures are known for the [[Echo|echo]]<ref>{{cite book|last1=Wölfel|first1=Matthias|last2=McDonough|first2=John|title=Distant Speech Recognition.|date=2009|publisher=John Wiley & Sons|location=Chichester|isbn=978-0470714072|page=48}}</ref> or the [[reverberation]] phenomena they create.<ref>{{cite book|last=Valente|first=Michael|author2=Holly Hosford-Dunn |author3=Ross J. Roeser |title=Audiology|publisher=Thieme|date=2008|pages=425–426|isbn=978-1-58890-520-8}}</ref> These are due to the size of the spaces and the materials exploited for the structure or the finishing (usually hard and with small pores). The shape does a lot in preventing or enhancing the effect. Cross or cloister vaults do not generate an echo. Pointed domes easily create reverberation more than echo.<ref>{{cite web | last1 = Davis | first1 = Lara | last2 = Maïni | first2 = Satprem | year = 2003-2016 | title = BUILDING WITH ARCHES, VAULTS AND DOMES | website = Auroville Earth Institute | url = https://wiki.opensourceecology.org/images/6/68/AVEI_building_with_arches_vaults_and_domes.pdf | pages = 108–110 | access-date = 2024-07-11}}</ref> At the same time, spherical surfaces are highly reflective due to their concavity <ref>{{cite web | last = Kayili | first = Mutbul | year = 2005 | title = Acoustic Solutions in Classic Ottoman Architecture | id = 4087 | website = FSTC (Foundation for Science Technology and Civilisation) Limited | url = https://www.muslimheritage.com/uploads/Acoustic.pdf | pages = 1–15 | access-date = 2024-07-11}}</ref>. Indeed, [[hemispherical|hemispheres]], [[paraboloid]], or similar surfaces are eager to reflect and redirect sound, sometimes constituting a [[whispering gallery]]. Examples of whispering galleries can be found in well-known architectures like [[St Paul's Cathedral]] in [[London]], where the phenomenon has been studied by [[John William Strutt, 3rd Baron Rayleigh|Lord Rauyleigh]]<ref>{{Cite book |last=Rayleigh |first=John William Strutt |url=http://archive.org/details/scientificpapers05rayliala |title=Scientific papers |date=1899-1920 |publisher=Cambridge : University Press |others=University of California Libraries}}</ref> or the [[Archbasilica of Saint John Lateran]]<ref name=":1">{{Cite book |last=Sabine |first=Wallace Clement |url=http://archive.org/details/collectedpaperso00sabi |title=Collected papers on acoustics |date=1922 |publisher=Cambridge : Harvard University Press |others=University of California Libraries}}</ref> in [[Rome]], but also in caves like the [[Ear of Dionysius]] in [[Syracuse, Sicily]], which has been treated by [[Wallace Clement Sabine]].<ref name=":1" />
[[File:Double vault over the staircase of the Reggia di Caserta 01.png|thumb|Double vault over the staircase of the [[Royal Palace of Caserta]].<ref name=":6" />]]

[[File:Spatial distribution of reverberation time (T30) in 1 kHz octave band (Reggia di Caserta staircase).png|thumb|Spatial distribution of reverberation time (T30) in 1 kHz octave band ([[Royal Palace of Caserta]], main staircase). One of the available acoustic analyses that can be performed to define a space.<ref name=":6" />]]
The existing variety of domes is due to the assignation of [[Symbol|symbolic]] meanings related to history and cultures, ranging from funerary<ref>{{Cite journal |last=Grabar |first=Oleg |date=1963-12-01 |title=The Islamic Dome, Some Considerations |url=https://online.ucpress.edu/jsah/article/22/4/191/55965/The-Islamic-Dome-Some-Considerations |journal=Journal of the Society of Architectural Historians |language=en |volume=22 |issue=4 |pages=191–198 |doi=10.2307/988190 |issn=0037-9808}}</ref> to palatine and religious architecture,<ref>{{Cite book |last=Smith |first=Earl Baldwin |title=The dome: a study in the history of ideas |date=1971 |publisher=Princeton Univ. Press |isbn=978-0-691-03875-9 |edition=2. print |series=Princeton monographs in art and archaeology |location=Princeton, NJ}}</ref> but also the response to practical problems<ref>{{Cite book |last=Petersen |first=Andrew |url=https://books.google.it/books?id=eIaEAgAAQBAJ&redir_esc=y |title=Dictionary of Islamic Architecture |date=2002-03-11 |publisher=Routledge |isbn=978-1-134-61366-3 |language=en}}</ref>. Indeed, a recent study addressed how in the [[Baroque]] staircase of the [[Royal Palace of Caserta]] ([[Italy]]), designed by [[Luigi Vanvitelli]], the double dome could make the listeners feel as if they were enveloped by the music. Thus enhancing the marvel typically researched by baroque architects.<ref>{{Cite journal |last=Berardi |first=Umberto |last2=Iannace |first2=Gino |last3=Trematerra |first3=Amelia |date=2017-03-02 |title=The Acoustics of the Double Elliptical Vault of the Royal Palace of Caserta (Italy) |url=https://www.mdpi.com/2075-5309/7/1/18 |journal=Buildings |language=en |volume=7 |issue=1 |pages=18 |doi=10.3390/buildings7010018 |issn=2075-5309}}</ref>
The existing variety of domes is due to the assignation of [[Symbol|symbolic]] meanings related to history and cultures, ranging from funerary<ref>{{Cite journal |last=Grabar |first=Oleg |date=1963-12-01 |title=The Islamic Dome, Some Considerations |url=https://online.ucpress.edu/jsah/article/22/4/191/55965/The-Islamic-Dome-Some-Considerations |journal=Journal of the Society of Architectural Historians |language=en |volume=22 |issue=4 |pages=191–198 |doi=10.2307/988190 |issn=0037-9808}}</ref> to palatine and religious architecture,<ref>{{Cite book |last=Smith |first=Earl Baldwin |title=The dome: a study in the history of ideas |date=1971 |publisher=Princeton Univ. Press |isbn=978-0-691-03875-9 |edition=2. print |series=Princeton monographs in art and archaeology |location=Princeton, NJ}}</ref> but also the response to practical problems<ref>{{Cite book |last=Petersen |first=Andrew |url=https://books.google.it/books?id=eIaEAgAAQBAJ&redir_esc=y |title=Dictionary of Islamic Architecture |date=2002-03-11 |publisher=Routledge |isbn=978-1-134-61366-3 |language=en}}</ref>. Indeed, a recent study addressed how in the [[Baroque]] staircase of the [[Royal Palace of Caserta]] ([[Italy]]), designed by [[Luigi Vanvitelli]], the double dome could make the listeners feel as if they were enveloped by the music. Thus enhancing the marvel typically researched by baroque architects.<ref name=":6">{{Cite journal |last=Berardi |first=Umberto |last2=Iannace |first2=Gino |last3=Trematerra |first3=Amelia |date=2017-03-02 |title=The Acoustics of the Double Elliptical Vault of the Royal Palace of Caserta (Italy) |url=https://www.mdpi.com/2075-5309/7/1/18 |journal=Buildings |language=en |volume=7 |issue=1 |pages=18 |doi=10.3390/buildings7010018 |issn=2075-5309}}</ref>
[[File:Expo 58, Philips paviljoen met erachter Marocco.jpg|thumb|[[Philips Pavilion]] at [[Expo 58]] in [[Brussels]].]]
[[File:Expo 58, Philips paviljoen met erachter Marocco.jpg|thumb|[[Philips Pavilion]] at [[Expo 58]] in [[Brussels]].]]
A modern example of architecture thought to respond and participate to sound was the [[Philips Pavilion]] designed by [[Le Corbusier]] and [[Iannis Xenakis]] for the [[Expo 58]] in [[Brussels]].<ref name=":3">{{Cite web |date=2007-09-20 |title=Padiglione Philips a Bruxelles |url=https://www.arketipomagazine.it/padiglione-philips-a-bruxelles/ |access-date=2024-07-12 |website=Arketipo |language=it-IT}}</ref><ref name=":4">{{Cite web |date=2005-11-26 |title=IL PADIGLIONE PHILIPS e IL POÈME ELECTRONIQUE – Bruxelles (1956-1958) |url=https://philomenegattuso.wordpress.com/2005/11/26/post-30/ |access-date=2024-07-12 |website=Philosofia |language=it-IT}}</ref>
A modern example of architecture thought to respond and participate to sound was the [[Philips Pavilion]] designed by [[Le Corbusier]] and [[Iannis Xenakis]] for the [[Expo 58]] in [[Brussels]].<ref name=":3">{{Cite web |date=2007-09-20 |title=Padiglione Philips a Bruxelles |url=https://www.arketipomagazine.it/padiglione-philips-a-bruxelles/ |access-date=2024-07-12 |website=Arketipo |language=it-IT}}</ref><ref name=":4">{{Cite web |date=2005-11-26 |title=IL PADIGLIONE PHILIPS e IL POÈME ELECTRONIQUE – Bruxelles (1956-1958) |url=https://philomenegattuso.wordpress.com/2005/11/26/post-30/ |access-date=2024-07-12 |website=Philosofia |language=it-IT}}</ref>

Revision as of 10:47, 12 July 2024

The Sainte-Chapelle in Paris. The Exapartite vault and the peculiar stained glazing closing the space and acting on the colour of the light.

Curved structures are constructions generated by one or more generatrices (which can be either curves or surfaces) through geometrical operations. They traditionally differentiate from the other most diffused construction technology, namely the post and lintel, which results from the addition of regular and linear architectural elements. The most common and diffused examples of curved structures are the Arch, the Vault, and the Dome.

They have been exploited for their advantageous characteristics since the first civilisations and for different purposes. The materials, the shapes and the assemblage techniques followed the technological and cultural evolution of the societies over time. Curved structures have been preferred to cover large spaces of public buildings. In spite of their sensitivity to earthquakes, they work well from the structural point of view. By the way, in the next sections, a broad view over some of the curved structures characteristics is given.

The geometry of curved structures

From the geometrical point of view, curved structures are three-dimensional solids. They are generated starting from genetratrices which undergo the geometrical operations of extrusion or revolution. The three classes of structures stated previously can be explained as follows:

  • An arch is generated by the revolution of a point or a surface around a centre (or, from a mechanical standpoint it can be thought as a section of a vault);
  • A Vault is generated by the extrusion of an arched surface;
  • A Dome is generated by the revolution of an arched surface around an axis.[1]

More complex shapes can be generated by boolean operations on a set of interacting volumes. The simplest examples, resulting from the intersection of two or more vaults and the successive subtraction of the excess volumes, are:

  • The Groin vault or Cross Vault, resulting in a set of lunettes (either of circular or pointed vaults);
  • The Domical Vault - and the particular case of the Cloister - which is formed by a set of fuses;
  • The Umbrella Vault, a set of ribbed fuses, joint at the top and terminating in lunettes at the base;
  • The Pendentive or Penditive dome, generated by subtracting volumes from a dome;
  • The Saddle Vault, generated by either translating one parabola through a second one or by a ruled surface.[1]

The actions performed to make these solids are the same needed to generate them in a CAD[2] or - to some extent - in a FEM software to analyse them.[3]

Gaussian curvature and shape-resistant structures

Example of surfaces to which all the possible surfaces can be reduced to. Starting from the foreground: the Hyperboloid (negative), the Cylinder (null), and the Sphere (positive Gaussian curvature).

Differently from the post and lintel construction, which capacity depends upon the resistance of the single members, curved structures can rely on their shape too. However, single curvature structures (that is, simple vaults) show less capacity than double curvature ones (e.g., domes, domical and cloister and saddle). This is because a simple vault - from a geometric point of view - corresponds to a developable surface, which has null Gaussian curvature, therefore it can be flattened to a planar surface with no distortion. Dome-like and saddle structures have respectively a positive and a negative Gaussian curvature, being shape-resistant structures par excellence.[4]

Architecture and engineering

All the typologies of arches, vaults and domes come from the operations stated in the previous section. They are comprehensively collected and explained in each correspondant Wikipedia article. Curved shapes were used in the past for covering large rooms in buildings, as happened for example in the Domus Aurea of Emperor Nero, the Basilica of Maxentius, the Pantheon, Rome, or Hagia Sophia. However, they could be used for infrastructures too. For instance, the Ancient Roman civilization exploited curved structures for bridges[5], aqueducts[6], sewage ducts, and arch-dam[7]. The main materials of such constructions were Masonry and Roman concrete.[8]

With the Industrial Revolution, the material chosen were more likely wrought, cast iron or, later, reinforced concrete. In this way, also the shape of the infrastructures started to change. Some example of curved structures were the Palm House, Kew Gardens by Turner and Burton and theThe Crystal Palace by Paxton, or on the infrastructures side, the Garabit viaduct.[9] Later in 20th century, Pier Luigi Nervi started studying the possibilities of reinforced concrete, building his famous ribbed hangars.[9][4]

Many other structures have been built by exploiting curved surface, the Philips Pavilion in Brussels by Le Corbusier and L'Oceanogràfic in Valencia by Félix Candela and Alberto Domingo are two examples of exploitation of the hyperbolic paraboloid shapes.[10][11][12]

The traditional construction process

The original Blackfriars Bridge in London, in 1764. The engraving by Piranesi represents a vault under construction on the left (background) and the preparation of the centring on the right (foreground).

Because of their nature, curved structures cannot stand alone until their completion, especially vaults and arches. Therefore, the construction of a supporting structure (referred to as centring) is almost always necessary. These are temporary falsework which stay in place until the keystone has been set down and the arch is stabilised.[13]

However, there are a few cases in which, by some expedient and careful design of the construction process, some structures have been erected without any centring. A widely known example is the domical vault of the Florence Cathedral, built by Filippo Brunelleschi in the 15th century. He achieved such a challenge by building a massive structure, mechanically behaving like a spherical dome, but with large ribs and exploiting the masonry herringbone bond to lean and fix every new layer on the previous one. Each layer of the structure seems to be composed by many small arches. The vault is also double-skin, with an intermediate hollow space hosting the staircases, through which air can flow to avoid humidity concentration. To resist parallel tensile stresses which may separate the fuses of the vault, Brunelleschi arranged sandstone chain along some parallel plane.[14]

External view of the Global Vipassana Pagoda under construction.

Another example of structure built with no formwork is the Global Vipassana Pagoda, located in the North of Mumbai, between the Gorai Creek and the Arabian Sea. It is a meditation hall covered by the largest masonry dome in the world, with an inner diameter at ground level of about 85m. The absence of centring was possible thanks to the double curvature of the dome and the special shape given to the carved sandstone blocks constituting the skin.[15][16]

Structural behaviour

The boundary conditions that would cause bending and shear stress in a post and lintel structure, in a curved structure cause just axial stress in the unit elements.[17] Indeed, according to Professor de:Jacques Heyman, in the case of masonry curved structures (he referred especially to Gothic architecture), the assumptions of unlimited compressive resistance, null tensile and shear resistance and under the hypothesis of small displacements, it can be assumed that a structure is safe and stable until the funicolar polygon stays within the middle third of the cross section.[18]

Traditional masonry curved structures is the result of the assemblage of many voussoirs. Given the shape of the vault formed,

statics eartquake sensibility

thrust line [19]

limit analysis theo

FEM & DEM

Daylighting

Daylighting is usually guaranteed by openings at the end of vaulted bays, as happens in Gloucester Cathedral, Chartres Cathedral, or Sainte-Chapelle (Paris), and specifically in the lunettes (where the vaults end against a wall) like in the Church of Santa Maria del Suffragio in L'Aquila (Italy) and in the Church of San Paolo in Albano Laziale (Italy).[20]

Another structurally relevant place for an opening is the top of the domes, where in many cases an oculus can be found. Sometimes it is bare, as in the Roman Pantheon, while often is covered by another architectural element referred to as Lantern, as happens - for instance - in the Florence Cathedral.[21]

Acoustics

Inner side of the Ear of Dionysius, with a partial view of the surfaces that make it a whispering gallery.

Some double curvature structures are known for the echo[22] or the reverberation phenomena they create.[23] These are due to the size of the spaces and the materials exploited for the structure or the finishing (usually hard and with small pores). The shape does a lot in preventing or enhancing the effect. Cross or cloister vaults do not generate an echo. Pointed domes easily create reverberation more than echo.[24] At the same time, spherical surfaces are highly reflective due to their concavity [25]. Indeed, hemispheres, paraboloid, or similar surfaces are eager to reflect and redirect sound, sometimes constituting a whispering gallery. Examples of whispering galleries can be found in well-known architectures like St Paul's Cathedral in London, where the phenomenon has been studied by Lord Rauyleigh[26] or the Archbasilica of Saint John Lateran[27] in Rome, but also in caves like the Ear of Dionysius in Syracuse, Sicily, which has been treated by Wallace Clement Sabine.[27]

Double vault over the staircase of the Royal Palace of Caserta.[28]
Spatial distribution of reverberation time (T30) in 1 kHz octave band (Royal Palace of Caserta, main staircase). One of the available acoustic analyses that can be performed to define a space.[28]

The existing variety of domes is due to the assignation of symbolic meanings related to history and cultures, ranging from funerary[29] to palatine and religious architecture,[30] but also the response to practical problems[31]. Indeed, a recent study addressed how in the Baroque staircase of the Royal Palace of Caserta (Italy), designed by Luigi Vanvitelli, the double dome could make the listeners feel as if they were enveloped by the music. Thus enhancing the marvel typically researched by baroque architects.[28]

Philips Pavilion at Expo 58 in Brussels.

A modern example of architecture thought to respond and participate to sound was the Philips Pavilion designed by Le Corbusier and Iannis Xenakis for the Expo 58 in Brussels.[11][10]

See also

References

  1. ^ a b Migliari, Riccardo (2009-07-09). Geometria Descrittiva. Metodi e costruzioni (Vol. 1) (in Italian). CittàStudi. ISBN 978-8825173291.{{cite book}}: CS1 maint: date and year (link)
  2. ^ "AUTODESK AutoCAD 2025 Online User Manual". AUTODESK AutoCAD 2025 User Guide. Retrieved 2024-07-11.{{cite web}}: CS1 maint: url-status (link)
  3. ^ "Strand7 Online User Guide". Strand7 Finite Element Analysis. Retrieved 2024-07-11.
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  5. ^ O'Connor, Colin (1993). Roman bridges. Cambridge ; New York: Cambridge University Press. ISBN 978-0-521-39326-3.
  6. ^ Gagarin, Michael; Fantham, Elaine, eds. (2010). The Oxford encyclopedia of ancient Greece and Rome. New York: Oxford University Press. ISBN 978-0-19-517072-6. OCLC 326681108.
  7. ^ Smith, Norman Alfred Fisher (1971). A history of dams. London: P. Davies. ISBN 978-0-432-15090-0.
  8. ^ Lechtman, Heather; Hobbs, Linn (1986), "Roman Concrete and the Roman Architectural Revolution. Ceramics and Civilization", in Kingery, W. D. (ed.), High Technology Ceramics: Past, Present, Future, vol. 3, American Ceramics Society
  9. ^ a b Frampton, Kenneth (2008-09-01). Storia dell'architettura moderna [Modern Architecture: a critical History.] (in Italian) (4th ed.). Zanichelli. ISBN 978-8808164629.{{cite book}}: CS1 maint: date and year (link)
  10. ^ a b "IL PADIGLIONE PHILIPS e IL POÈME ELECTRONIQUE – Bruxelles (1956-1958)". Philosofia (in Italian). 2005-11-26. Retrieved 2024-07-12.
  11. ^ a b "Padiglione Philips a Bruxelles". Arketipo (in Italian). 2007-09-20. Retrieved 2024-07-12.
  12. ^ Lázaro, Alberto Carlos; Serna Ros, Pedro; Cabo, Domingo (2003). "Construcción de la JCHYPAR, una lámina delgada de hormigón reforzado con fibras de acero, en el oceanográfico de Valencia". Hormigón y acero (in Spanish). 54 (228–229): 177–186.
  13. ^ "Falsework | Temporary Structures, Shoring & Support | Britannica". www.britannica.com. Retrieved 2024-07-12.
  14. ^ King, Ross (2000). Brunelleschi's Dome: How a Renaissance Genius Reinvented Architecture. London: Chatto & Windus. ISBN 9781620401941.
  15. ^ "Global Vipassana Pagoda". Auroville Earth Institute. Retrieved 2024-07-11.
  16. ^ Varma, Nandalal Rameshwar; Jangid, Radhey Shyam; Ghosh, Siddhartha; Milani, Gabriele; Cundari, Giuseppe Alfredo; Varma, Mahesh (2023-05-29). "Global Vipassana Pagoda: Main features and history of construction". Proceedings of the IEEE International Workshop on Metrology for Living Environment, MetroLivEnv 2023. IEEE: 213–218. doi:10.1109/MetroLivEnv56897.2023.10164068. ISBN 978-1-6654-5693-7.
  17. ^ "Costruire Correttamente. Concorso nazionale per le scuole ispirato alla figura e all'opera di Pier Luigi Nervi".
  18. ^ Heyman, Jacques (1997). The Stone Skeleton: Structural Engineering of Masonry Architecture. Cambridge University Press. ISBN 978-0521629638.{{cite book}}: CS1 maint: date and year (link)
  19. ^ Tanturli, Silvia; Foce, Federico. "Volte in muratura: verifica e ottimizzazione strutturale tra passato e presente". Lo strutturista (in Italian). Vol. 06, no. 2. pp. 21–31.
  20. ^ "Lunette | Renaissance, Fortification & Defense | Britannica". www.britannica.com. Retrieved 2024-07-11.
  21. ^ "Lantern | Chinese, Pagoda & Pagoda Roof | Britannica". www.britannica.com. Retrieved 2024-07-11.
  22. ^ Wölfel, Matthias; McDonough, John (2009). Distant Speech Recognition. Chichester: John Wiley & Sons. p. 48. ISBN 978-0470714072.
  23. ^ Valente, Michael; Holly Hosford-Dunn; Ross J. Roeser (2008). Audiology. Thieme. pp. 425–426. ISBN 978-1-58890-520-8.
  24. ^ Davis, Lara; Maïni, Satprem (2003–2016). "BUILDING WITH ARCHES, VAULTS AND DOMES" (PDF). Auroville Earth Institute. pp. 108–110. Retrieved 2024-07-11.{{cite web}}: CS1 maint: date format (link)
  25. ^ Kayili, Mutbul (2005). "Acoustic Solutions in Classic Ottoman Architecture" (PDF). FSTC (Foundation for Science Technology and Civilisation) Limited. pp. 1–15. 4087. Retrieved 2024-07-11.
  26. ^ Rayleigh, John William Strutt (1899–1920). Scientific papers. University of California Libraries. Cambridge : University Press.{{cite book}}: CS1 maint: date format (link)
  27. ^ a b Sabine, Wallace Clement (1922). Collected papers on acoustics. University of California Libraries. Cambridge : Harvard University Press.
  28. ^ a b c Berardi, Umberto; Iannace, Gino; Trematerra, Amelia (2017-03-02). "The Acoustics of the Double Elliptical Vault of the Royal Palace of Caserta (Italy)". Buildings. 7 (1): 18. doi:10.3390/buildings7010018. ISSN 2075-5309.{{cite journal}}: CS1 maint: unflagged free DOI (link)
  29. ^ Grabar, Oleg (1963-12-01). "The Islamic Dome, Some Considerations". Journal of the Society of Architectural Historians. 22 (4): 191–198. doi:10.2307/988190. ISSN 0037-9808.
  30. ^ Smith, Earl Baldwin (1971). The dome: a study in the history of ideas. Princeton monographs in art and archaeology (2. print ed.). Princeton, NJ: Princeton Univ. Press. ISBN 978-0-691-03875-9.
  31. ^ Petersen, Andrew (2002-03-11). Dictionary of Islamic Architecture. Routledge. ISBN 978-1-134-61366-3.

Further readings