Field Observation and Vulnerability Assessment of Gonbad-e Qābus
Publication: Journal of Architectural Engineering
Volume 23, Issue 4
Abstract
Gonbad-e Qābus, with a height of 52.8 m that makes it the tallest pure-brick tower in the world, located in the northern part of Iran, represents one of the most magnificent structures of the early Islamic centuries. This structure is still standing among the chaos of urban life and construction, catching the eyes of beholders even from far distances. This paper summarizes the historical and architectural background of this monumental structure and the important restorations carried out mainly in the past century. Various types of existing and potential structural and architectural damages are classified and elaborated in detail, and for each problem, a series of proposed solutions are presented. Utilizing the nonlinear finite-element simulations and equivalent lateral static force method, it is concluded that Gonbad-e Qābus is vulnerable to seismic demands with a return period of 475 years; therefore, retrofit strategies should be considered to improve its seismic performance.
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Acknowledgments
The authors express their gratitude for technical assistance provided by the United Nations Educational, Scientific and Cultural Organization (UNESCO) in approving Gonbad-e Qābus as a world heritage site as “36COM 8B.24-Cultural Properties-Gonbad-e Qābus.” Appreciation is also extended to ICHHTO for their help in fulfilling this national duty. The authors also thank Dr. Mohammad Hassan Talebian, Hamid Omrani Rakavandi, Gorgan Organization of Tourism, Handicrafts and Cultural Heritage, Dr. Jebrail Nokandeh, Jamile Porghasem, Ehsan Ervani, Dr. Rasoul Vatandoust, Dr. Peyman Homami, and Dr. Mansour Falamaki for their major contributions in conducting the inspectional studies on Gonbad-e Qābus. The comments of the anonymous reviewers, which greatly improved the quality of this paper, are highly valued.
References
Abaqus 6.9 [Computer software]. Hibbett, Karlsson and Sorensen, Inc., Pawtucket, RI.
Anzani, A., Binda, L., Carpinteri, A., Invernizzi, S., and Lacidogna, G. (2010). “ A multilevel approach for the damage assessment of historic masonry towers.” J. Cult. Heritage, 11(4), 459–470.
ASCE/SEI Seismic Rehabilitation Standards Committee. (2012). “ Seismic rehabilitation of existing buildings.” ASCE/SEI 41–13, ASCE, Reston, VA.
Asteris, P. G., Tzamtzis, A. D., Vouthouni, P. P., and Sophianopoulos, D. S. (2005). “ Earthquake resistant design and rehabilitation of masonry historical structures.” Pract. Period. Struct. Des. Constr., 49–55.
Betti, M., and Vignoli, A. (2011). “ Numerical assessment of the static and seismic behaviour of the basilica of Santa Maria all’Impruneta (Italy).” Constr. Build. Mater., 25(12), 4308–4324.
Binda, L., Saisi, A., and Tiraboschi, C. (2000). “ Investigation procedures for the diagnosis of historic masonries.” Constr. Build. Mater., 14(4), 199–233.
Bosiljkov, V., Uranjek, M., Žarnić, R., and Bokan-Bosiljkov, V. (2010). “ An integrated diagnostic approach for the assessment of historic masonry structures.” J. Cult. Heritage, 11(3), 239–249.
Budek, A., Zain, M., Qiao, L., and Phelan, R. S. (2006). “ Validation of finite-element analyses for storm shelters.” J. Architect. Eng., 64–71.
Building and Housing Research Center. (2014). “ Iranian code of practice for seismic resistant design of buildings.” Standard 2800, 4th Ed., Tehran, Iran (in Persian).
D’Ambrisi, A., Mariani, V., and Mezzi, M. (2012). “ Seismic assessment of a historical masonry tower with nonlinear static and dynamic analyses tuned on ambient vibration tests.” Eng. Struct., 36, 210–219.
Dolatshahi, K. M., and Yekrangnia, M. (2015). “ Out-of-plane strength reduction of unreinforced masonry walls because of in-plane damages.” Earthquake Eng. Struct. Dyn., 44(13), 2157–2176.
Erdogmus, E., Boothby, T. E., and Smith, E. B. (2007). “ Structural appraisal of a florentine Gothic construction system.” J. Archit. Eng., 9–17.
Khodadadi, A., Nooshin, H., Bozorgmehri, Z., and Golabchi, M. (2012). “ Modern lattice domes based on the traditional Iranian masonry domes.” Int. J. Space Struct., 27(4), 231–245.
Laursen, P. T., and Saliklis, E. P. (2012). “ Finite-element limit analysis of the Tucker High School gymnasium roof failure.” J. Archit. Eng., 27–33.
Lee, L., and Fenves, G. (1998). “ Plastic-damage model for cyclic loading of concrete structures.” J. Eng. Mech., 892–900.
Lourenço, P. B. (1996). Computational strategies for masonry structures, Delft Univ. of Technology, Delft, Netherlands.
Maheri, M. R. (2004). “ Seismic vulnerability of post-Islamic monumental structures in Iran: Review of historical source.” J. Archit. Eng., 160–166.
Memari, A. M., Shirazi, A., Kremer, P. A., and Behr, R. A. (2011). “ Development of finite-element modeling approach for lateral load analysis of dry-glazed curtain walls.” J. Archit. Eng., 24–33.
Milani, G., and Valente, M. (2015). “ Comparative pushover and limit analyses on seven masonry churches damaged by the 2012 Emilia-Romagna (Italy) seismic events: Possibilities of non-linear finite elements compared with pre-assigned failure mechanisms.” Eng. Fail. Anal., 47, 129–161.
Mistler, M., Butenweg, C., and Meskouris, K. (2006). “ Modelling methods of historic masonry buildings under seismic excitation.” J. Seismol., 10(4), 497–510.
Parisi, F., and Augenti, N. (2013). “ Earthquake damages to cultural heritage constructions and simplified assessment of artworks.” Eng. Fail. Anal., 34, 735–760.
Pena, F., Lourenço, P. B., Mendes, N., and Oliveira, D. V. (2010). “ Numerical models for the seismic assessment of an old masonry tower.” Eng. Struct., 32(5), 1466–1478.
Pierre, P., Pinto, A. V., and Géradin, M. (2011). “ Numerical modelling of stone-block monumental structures.” Comput. Struct., 79(22), 2165–2181.
Pirnia, M. K. (2004). Stylistics of Iranian architecture, Memar, Tehran, Iran.
Pope, A. U., Ackerman, P., and Besterman, T. (1964). A survey of Persian art from prehistoric times to the present, Vol. 6, A. U. Pope and P. Ackerman, eds., Oxford University Press, Oxford, U.K.
Siro, C., and Sanjust, C. A. (2009). “ Seismic analysis and strengthening design of a masonry monument by a rigid body spring model: The ‘Maniace Castle’ of Syracuse.” Eng. Struct., 31(7), 1447–1459.
Valluzzi, M. R. (2007). “ On the vulnerability of historical masonry structures: Analysis and mitigation.” Mater. Struct., 40(7), 723–743.
Yekrangnia, M., and Mobarake, A. A. (2016a). “ Restoration of historical Al-Askari shrine. I: Field observations, damage detection, and material properties.” J. Perform. Constr. Facil., 04015030.
Yekrangnia, M., and Mobarake, A. A. (2016b). “ Restoration of historical Al-Askari shrine. II: Vulnerability assessment by numerical simulation.” J. Perform. Constr. Facil., 04015031.
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© 2017 American Society of Civil Engineers.
History
Received: Mar 18, 2016
Accepted: Mar 23, 2017
Published online: Aug 31, 2017
Published in print: Dec 1, 2017
Discussion open until: Jan 31, 2018
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