Seismic Vulnerability and Rehabilitation of One of The World’s Oldest Masonry Minaret under The Different Earthquake Frequency Contents

[1] ABAQUS 6.11 Analysis User's Manual. (2011). Online Documentation Help: Dassault Systèmes.

[2] Ambraseys, N. N. Melville, C.P. (1982). A history of Persian earthquakes, Cambridge University Press, Cambridge, 219 pps.

[3] Augenti N., Parisi F., Prota A., Manfredi G. (2011). In-plane lateral response of a full-scale masonry sub-assemblage with and without an inorganic matrix-grid strengthening system. Journal of Composites for Construction, 15(4):578-590.

[4] Bayraktar, A., Hökelekli, E., Halifeoğlu, F. M., Mosallam, A., & Karadeniz, H. (2018). Vertical strong ground motion effects on seismic damage propagations of historical masonry rectangular minarets. Engineering Failure Analysis, 91, 115-128

[5] Berberian, M. (1995). Master blind thrust faults hidden under the Zagros Folds: Active basement tectonics and surface morphotectonics. Tectonophysics 241, 193–224.

[6] Berberian, M. and Yeats, R.S. (1999). Patterns of historical earthquake rupture in the Iranian plateau. Bulletin of the Seismological Society of America 89 (1), 120–139.

[7] Bloom, J.M. Blair, S.S. (2009). The Grove encyclopedia of Islamic art and architecture, Oxford University Press, Oxford, England, 2124 pps.

[8] Çalik, İ., Bayraktar, A., Türker, T., & Akköse, M. (2020). Empirical formulation for estimating the fundamental frequency of historical stone mosques with masonry domes. The Structural Design of Tall and Special Buildings, 29(9), e1732

[9] Cennamo, C., Chiaia, B.M., D'Angelo, S., Ferretti, D. (2011). Seismic Assessment and Rehabilitation of a Historical Theater Based on a Macro-Element Strategy, International Journal of Architectural Heritage, 5(3): 264-295

[10] Cerioni, R., Brighenti, R., and Donida, G. (1995). Use of incompatible displacement modes in a finite element model to analyze the dynamic behavior of unreinforced masonry panels. Computers and Structures, 57(1), 47–57.

[11] Dogangun, A., Acar, R., Sezen, H., Livaoglu, R. (2008). Investigation of dynamic response of masonry minaret structures, Bulletin of Earthquake Engineering, 6(3): 505-517.

[12] Erdem, I., and Akyuz, U. (2010). Analytical investigation of lateral strength of masonry infilled RC frames retrofitted with CFRP. Journal of Performance of Constructed Facilities, 24(4): 302–310.

[13] Fauzan. Anas Ismail, F. Abdul Hakam. Zaidir. (2018). Experimental Study on masonry building strengthened with ferrocement layers. International Journal of Geomate. 14(45): 84-90

[14] FEMA-273 (1997). NEHRP Guidelines for the Seismic Rehabilitation of Buildings.

[15] Grande, E., Imbimbo, M. Sacco, E. (2011). A beam finite element for nonlinear analysis of masonry elements with or without fiber-reinforced plastic (FRP) reinforcements, International Journal of Architectural Heritage, 5(6): 693-716.

[16] Gutenberg, B., Richter, C.F. (1949). Seismicity of the earth and associated phenomena, Princeton University Press, Princeton, New Jersey, USA, p. 295.

[17] Hessami, Kh. and Jamali, F. (2006). Explanatory notes to the map of Major Active Faults of Iran. Journal of Seismology and Earthquake Engineering 8 (1), 1–11

[18] Hessami, K., Jamali, F. and Tabasi H. (2003). Major active fault of Iran.1:2,500,000, Tehran, International Institute of Earthquake Engineering and Seismology.

[19] Hökelekli, E., & Al‐Helwani, A. (2020). Effect of soil properties on the seismic damage assessment of historical masonry minaret–soil interaction systems. The Structural Design of Tall and Special Buildings, 29(2), e1694

[20] ICOMOS International Council on Monuments and Sites (2003). ICOMOS charter- Principles for the analysis, conservation and structural restoration of architectural heritage.

[21] Iranian code of practice for seismic resistant design of buildings (Standard NO. 2800). (2007). Permanent committee for revising the Iranian code of practice for seismic resistant design of buildings, Building & Housing Research center.

[22] Kadam, S.B., Singh, Y., and Li, B. (2014). Strengthening of unreinforced masonry using welded wire mesh and micro-concrete – Behaviour under in-plane action. Construction and Building Materials, 54: 247–257.

[23] Korany, Y. (2003). Mechanics and modeling of URM structures. Proceeding of International Short-Course on Architectural and Structural Design of Masonry, Dresden University of Technology, Dresden, Germany.

[24] Krinsley, D.B. (1970). A geomorphological and palaeoclimatological study of the playas of Iran.Geological Survey, US Department of Interior, Washington.

[25] Meyer, P., Ochsendorf, J., Germaine, J., Kausel, E. (2007). The impact of high-frequency/ low-energy seismic waves on unreinforced masonry. Earthquake Spectra, 23(1): 77-94.

[26] Ministry of Housing and Urbanism. (2009). Iranian national building regulations Loads, Tehran, Iran (in Farsi).

[27] Mortezaei, A. and Motaghi, A. (2016). Seismic assessment of the world’s tallest pure-brick tower including soil-structure interaction. Journal of Performance of Constructed Facilities, 30(5), October 2016, 10.1061/(ASCE)CF.1943-5509.0000861, 04016020.

[28] Mortezaei, A. and Kalantari, M. 2015. Seismic evaluation and FRP strengthening of unreinforced flanged masonry walls, Asian Journal of Civil Engineering (BHRC), 16(8): 1155-1173.

[29] Mortezaei, A., Kheyroddin, A., Ronagh, H.R. 2012. Finite element analysis and seismic rehabilitation of a 1000-year-old heritage listed tall masonry mosque. The Structural Design of Tall and Special Buildings, 21(5): 334-353.

[30] Mortezaei, K., Vahedifard, F. (2015). “Numerical Simulation of Induced Seismicity in Carbon Capture and Storage Projects”, Geotechnical and Geological Engineering, Springer, 33(2), 411-424, doi: 10.1007/s10706-015-9859-7.

[31] Nabavi, M.H. (1976). An introduction to the geology of Iran.Geological Survey of Iran, 109 p. (In Persian).

[32] Nanni, A.,  Arboleda, D. and De Caso, F. (2016) Historic Infrastructure Rehabilitation with Fabric Reinforced Cementitious Matrix (FRCM) Composites. part of the 2016 Annual Proceedings of The Association for the Study of the Cuban Economy (ASCE). 26(ID 1129)

[33] Nappi A. (2002). State of the art on new technologies for safeguarding cultural heritage: a short report and some personal points of view from Italy. In: Proc. Of the Advanced research workshop ARIADNE 12- New technologies for safeguarding cultural heritage, ARCCHIP: Czech Republic.

[34] Parisi F., Iovinella I., Balsamo A., Augenti N., Prota A. (2013). In-plane behaviour of tuff masonry strengthened with inorganic matrix-grid composites. Composites Part B, 45(1):1657-1666.

[35] Pavel, F., and Lungu, D. (2013). Correlations between frequency content indicators of strong ground motions and PGV. Journal of Earthquake Engineering, 17:543–559

[36] Sassoni, E., and Mazzotti, C. (2013). The use of small diameter cores for assessing the compressive strength of clay brick masonries, Journal of Cultural Heritage, 14S: e95-e101.

[37] Shabani, R. (2005). The book of Iran: a selection of the history of Iran. Tehran: Center for International-Cultural Studies. p. 221.

[38] Sneed, L.H., D’Antino, T., and Carloni, C. (2014). Investigation of Bond Behavior of PBO Fiber-Reinforced Cementitious Matrix Composite-Concrete Interface. ACI Materials Journal, 111(5): 569

[39] Zucchini, A., Lourenço, P. B. (2007). Mechanics of masonry in compression: Results from a homogenization approach, Computers and Structures, 85(3–4), 193–204.

[40] http://en.oerp.ir/content/iran-home-700000-historical-cultural-monuments

[41] Naderpour, H., Eidgahee, D. R., Fakharian, P., Rafiean, A. H., & Kalantari, S. M. (2020). A new proposed approach for moment capacity estimation of ferrocement members using Group Method of Data Handling. Engineering Science and Technology, an International Journal, 23(2), 382-391. https://doi.org/10.1016/j.jestch.2019.05.013

[42] Kalman Sipos, T., Parsa, P. Empirical Formulation of Ferrocement Members Moment Capacity Using Artificial Neural Networks. J Soft Comput Civ Eng, 2020; 4(1): 111-126. https://doi.org/10.22115/scce.2020.221268.1181

[43] Farahnaki, R., Azimi, A. An Equation to Determine the Ultimate Flexural Load of RC Beams Strengthened with CFRP Laminates. J Soft Comput Civ Eng, 2018; 2(4): 86-95. https://doi.org/10.22115/scce.2018.136500.1076

[44] Ghasemi, S., Bahrami, H., Akbari, M. Classification of Seismic Vulnerability Based on Machine Learning Techniques for RC Frames. J Soft Comput Civ Eng, 2020; 4(2): 13-21. https://doi.org/10.22115/scce.2020.223322.1186

[45] Kalantari, S., Mortazavi, S., Tafazzoli, M. Fuzzy-Based Approach to Predict the Performance of Shear Connectors in Composite Structures. J Soft Comput Civ Eng, 2019; 3(4): 1-11. https://doi.org/10.22115/scce.2020.215906.1165