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Was There Ever an Arch in the So-Called Ark-e-Alishah?

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Abstract

The main challenge of any structure is to withstand the thrust during and after construction process. The architectural remnants of the so-called structure of Ark-e-Alishah in Tabriz; Northwest Iran, was for a long time considered the last of a sequence of the large-scale monumental structures, with its hypothesized 29 m diameter arch being the most magnificent made in the Islamic World during Ilkhanid era (1256–1353 CE). Despite this, being likely beyond the theoretical maximum size for this type of construction, this (hypothetical) arch has been identified by more than half a century’s studies of historic architecture, archaeological investigation, as well as in travel reports from later times as being the Great Ali-Shah Mosque. Based on this pre-assumption, it was proposed to build a U-shape structure, including roughly 11-m thickness for its walls; the hope would be to clarify the structural limitations of this building in terms of stability, durability, vulnerability and the impossibility of creating any type of arch or vault in the mentioned span and to shed new light on the incompatibly of the current structure with preexisting results. Contrarily to the historic reports, finite element method was employed as a means to get a better understanding of the essential requisites of this building to remain in equilibrium. The results highlight a paradox of historical engineering, that the tension result of loading due to any kind of vault would exceed the structural standards of buckling failure, causing gross deformation and fracture of vertical units under various loading conditions. From this point of view, there has never been any kind of arch nor vault in this building at anytime. In other words, what is known as today’s remnants of the so-called Ark-e-Alishah is in the complete contradiction with what is known as the medieval Ali-Shah Mosque, including a great vaulted span.

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References

  • Ajorloo, Bahram. 2002. ایوان تبریز (Ivan of Tabriz). Bastan Pajhuhi (Historical Investigation) 4(10): 12-16. (In Farsi)

  • Ajorloo, Bahram. 2018. بررسی باستان‌شناسی ارک علیشاه تبریز. (Archaeological research of Ark-e-Alishah). Tehran: Cultural Heritage Organization. (In Farsi).

  • Amer, Osama, Saad Bassam and Karim Ahmed. 2017. Finite element analysis for seismic performance assessment of historical masonry buildings: The case of Omar Toson Palace (Cairo, Egypt). Mediterranean Archaeology and Archaeometry 17(3): 13-26.

  • Atkinson, Richard and James Noland. 1983. A proposed failure theory for brick masonry in compression. In Proceedings of the 3rd Canadian Masonry Symposium (Edmonton, Alberta, 1983), eds. J. Longworth and J. Warwaruk, 51-55. Canada: University of Alberta, Dept. of Civil Engineering.

  • Betti, Michele, and Luciano Galano. 2012. Seismic analysis of historic masonry buildings: The Vicarious Place in Pescia. Buildings 2: 63-82.

  • Block, Philippe and John Ochsendorf, John. 2007. Thrust network analysis: A new methodology for three dimensional equilibria. Journal of the International Association for Shell and Spatial Structures 48(3): 167–173.

  • Block, Philippe, Thierry Ciblac and John Ochsendorf. 2006. Real time limit analysis of vaulted masonry building. Computers and Structures 84: 1841-1852.

  • Brambilla, Marco Giovanni. 1980. La communita ed il cimitero Armeno di Sultaniya. Studi e Restauri di Architettura Italia-Iran, 87–93. Rome: Istituto Italiana di Cultura a Tehran.

  • Chardin, Jean. 1686. Journal du voyage du chevalier Chardin en Perse et aux Indes Orientales par la Mer Noire et par la Colchide. (Travels of Sir John Chardin into Persia and East Indies and the country of Colchis) Paris : Daniel Horthemels.

  • Charleson, Andrew. 2008. Seismic Design for Architects: Outwitting the Quake. Oxford: Architectural Press. Farsi trans. طراحی لرزه‌ای برای معماران: مقابله هوشمنانه با زلزله, 2nd ed., trans. Mehdi Golabchi and Esmail Sorooshnia. Tehran: University of Tehran Press, 2017.

  • Döndüren, M. Sami and Ozlem Sişik. 2017. Materials, used in historical buildings, analysis methods and solutions proposals. E3S Web of Conferences 19. https://www.e3s-conferences.org/articles/e3sconf/pdf/2017/07/e3sconf_eems2017_03019.pdf.

  • Drysdale, Robert G., Ahmad A Hamid and Lawrie R Baker. 1994. Masonry structures: behavior and design. Englewood Cliffs, NJ: Prentice-Hall.

  • Farshchi, Daryush, Masud Motavalli, Ann Schumacher and Mohammad Marefat. 2007. Nonlinear FE modeling of in-plane behavior of plain masonry walls and investigation effects of post-tensioning as a parametric study. 5th International conference on seismology and earthquake engineering. Tehran: Iran.

  • Fraternali, Fernando. 2015. A thrust network approach to the equilibrium problem of unreinforced masonry vaults via polyhedral stress functions. Mechanics Research Communications 37(2): 198-204.

  • Giyasi, Jaafar. 1997. Me’mar XacəƏlişah Təbrizi: Dövrü & Yaradiciliği. Baku: Azerbaijan National Academy of Sciences.

  • Gupta, A., V. Yadav, V. A. Sawant and R. Agarwal. 2018. Effects of wall inclination on dynamic active thrust for cohesive soil backfill. Journal of Civil Engineering, Science and Technology 9(2): 127-135.

  • Heyman, Jacques. 1969. The safety of masonry arches. International Journal of Mechanical Sciences 11(4): 363-385.

  • Hosseini, Mohammad, M. Pouraminian and A. Sadeghi. 2017. Seismic safety evaluation of Tabriz Alishah historic citadel using finite element and simplified kinematic limit analyses. Modarres Civil Engineering Journal 16(2): 91-102.

  • Huerta, Santiago. 2008. The Analyses of Masonry Architecture: A Historical Approach. Architectural Science Review 51(4): 297-328.

  • Huerta, Santiago. 2010. The safety of masonry buttresses. Engineering History and Heritage 163(1): 3-24.

  • Karimi, Ahmad, Mohammad Saeed Karimi, Ali Kheyroddin and Abdulazim Amirshahkarami. 2018. Experimental assessment and numerical modeling of the nonlinear behavior of the masonry shear walls under in-plane cyclic loading considering the brickwork-setting effect. Structural and Construction Engineering 4(2): 18-32. In Farsi.

  • Kaushik, Hemant, Durgesh C. Rai and Sudhir K. Jain. 2007. Stress-Strain characteristics of clay brick masonry under uniaxial compression. Materials in civil engineering 19(9): 728-739.

  • Koduru, Smitha D. 2018. Probability distribution for strain demand on pipeline due to Liquefaction-Induced lateral spreading. International Society of Offshore and Polar Engineers 28(4): 437-445.

  • Korkmaz, Kasim, and Asuman Carhoglu. 2017. Structural Vulnerability Assessment of Historical Buildings in Turkey. Civil Engineering Journal 3(5): 332-340.

  • Mansouri, Seyed Amir, and Bahram Ajorloo. 2004. بازشناسی ارک علیشاه تبریز و کاربرد اصلی آن (The recognition of Ark of Allshah in Tabriz & Its Main Function). Honar-Ha-Ye-Ziba (Fine Arts Journal) 16: 57-68. (In Farsi)

  • Moradi, Amin, and Omrani, Behrouz. 2019. The review of Ilkhanid architecture in northwest Iran. Tehran: Publication for the Research Center of Cultural Heritage Organization.

  • Moradi, Amin. 2018. بزرگ مقیاس‌سازی در معماری شمال‌غرب ایران طی گذار از دوره سلجوقی به ایلخانی و تقارن آن با تحولات معماری اروپا در گذار از معماری رمانسک به گوتیک. (Large-Scale architecture in northwest Iran during transition from Seljuqs to Ilkhanid architecture and its’s accordance with architectural revolutions from Romanesque to Gothic architecture). Ph.D. Dissertation in Archeology. Mazandaran: Babolsar University.

  • [NTC 2008]. Norme Tecniche per le Costruzioni, D.M. 14/01/08. Rome: Ministero delle Infrastrutture. http://www.geologi.it/leggi/dm_14-01-2008.htm, accessed 01 July 2019.

  • O’Dwyer, Dermot. 1999. Funicular analysis of masonry vaults. Computers and Structures 73: 187-197.

  • Omrani, Behrouz, and Moradi, Amin. 2018. Correlations between northwest Iran and Ilkhanid architecture in introducing Ottoman Mosque archetype between 14th and 15th centuries. 11th International Congress on the Archaeology of the Ancient Near East. Munich: Germany.

  • Özhan, Hacer, and İsmail Hakkı Çağatay. 2014. Mechanical behavior of brick masonry panels under uniaxial compression. Journal of Mechanics of Materials and Structures 9(4): 385- 395.

  • Pope, Arthur Upham and Phyllis Ackerman, eds. 1939. The architecture of the Islamic period. The fourteenth century.. A survey of Persian art from prehistoric times to the present. London & New York: Oxford University Press.

  • Sarfaraz, Aliakbar. 1972.گزارش باستان‌شناسی ارک علیشاه تبریز (Archaeological reports of Alishah Jame Mosque). Tehran: Cultural Heritage Organization. (In Farsi)

  • Tabeshpour, Mehdi. 2015. قاب با دیوار پرکننده. (Unfilled frames). Tehran: Fadak Issatis Publisher. (In Farsi)

  • Tasligedik, Ali, Stefano Pampanin, and Alessandro Palermo. 2011. Damage mitigation strategies of non-structural infill walls: Concept and numerical – experimental validation program. Proceedings of the Ninth Pacific Conference on Earthquake Engineering: Building an Earthquake-Resilient Society, 16-14 April 2011, Auckland: New Zealand. Paper no. 120.

  • Tzamtzis, Andre, and Asteris, Panagiotis. 2003. Finite element analysis of masonry structures. North American Masonry Conference. Clemson, South Carolina, USA. Pp. 101-111.

  • Varma, Mahesh, R. S. Jangid and Siddhartha Ghosh. 2010. Thrust line using linear elastic finite element analysis for masonry structures. Advanced Material Research 133-134: 503-508.

  • Willam, K.; Warnke, E. 1975. Constitutive Model for the Triaxial Behavior of Concrete. In Proceedings, International Association for Bridge and Structural Engineering (IABSE), vol. 19: 1-30. Zurich.

  • Wilber, Donald. 1955. The Architecture of Islamic Iran, The Il Khānid Period, Princeton: Princeton University Press. Farsi trans. معماری اسلامی ایران در دوره ایلانان, Trans. Abdollah Faryar, Tehran: Company of Scientific and Cultural Publication, 1968.

  • Zeilinska, Monika, and Joanna Misiewicz. 2016. Analysis of historic brick wall’s strengthening methods. World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium 2016, WMCAUS 2016. Procedia Engineering 161: 771-776.

  • Zoka, Yahya. 1990. زمین‌لرزه‌های تبریز. (The earthquakes of Tabriz). Tabriz: Shayeste Publication. (In Farsi)

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Moradi, A., Mizab, M.H. Was There Ever an Arch in the So-Called Ark-e-Alishah?. Nexus Netw J 22, 329–348 (2020). https://doi.org/10.1007/s00004-019-00460-5

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