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• [1] Atamturk, S., Fanning, P. and Boothby, T. (2010), “Traditional and operational modal testing of masonry vaults”, ICE Eng. Comput. Mech. 16(3), 213–223.
• [2] Bayraktar, A., Altunuşık, A.C., Sevim, B. and Türker, T. (2011), “Seismic response of a historical masonry minaret using a finite element model updated with operational modal testing”, J.Vib. Control, 17(1),129–149.
• [3] Oliveira, C.S., Çaktı, E., Stengel, D. and Branco, M. (2012), “Minaret behavior under earthquake loading: The case of historical Istanbul”, Earthq. Eng. Struct. Dyn, 41, 19-39.
• [4] Hacıefendioğlu, K. and Maraş, E.E. (2016), “Photogrammetry in documentation and ambient vibration test of historical masonry minarets”, Exp Tech, 40, 1527–1537, DOI 10.1007/s40799-016-0137-2.
• [5] Altunışık, A.C., Adanur, S., Genc, A.F., Gunaydin, M. and Okur, F.Y. (2016), “An investigation of the seismic behaviour of an ancient masonry bastion using non-destructive and numerical methods”, Exp. Mech. 57(2), 245-259, DOI 10.1007/s11340-016-0239-x.
• [6] Livaoğlu, R., Baştürk, M.H., Doğangün, A. and Serhatoğlu, C. (2016), “Effect of geometric properties on dynamic behavior of historic masonry minaret”, KSCE J. of Civil Eng, 20(6), 2392-2402. DOI 10.1007/s12205-016-0622-2.
• [7] Demir, A., Nohutcu, H., Ercan, E., Hokelekli, E. and Altıntaş, G. (2016), “Effect of model calibration on seismic behaviour of a historical mosque”, Struct. Eng. Mech, 60(5), 749-760.
• [8] Fragonara, L.Z., Boscato, G., Ceravolo, R., Russo, S., Ientile, S., Pecorelli, M.L. and Quattrone, A. (2017), “Dynamic investigation on the Mirandola bell tower in post-earthquake scenarios”, Bull Earthquake Eng, 15, 313–337, DOI 10.1007/s10518-016-9970-z.
• [9] Valente, M. and Milani, G. (2016), “Non-linear dynamic and static analyses on eight historical masonry towers in the North-East of Italy”, Eng. Struct, 114, 241-270.
• [10] Tiberti, S., Acito, M. and Milani, G. (2016), “Comprehensive FE numerical insight into finale Emilia castle behavior under 2012 Emilia Romagna seismic sequence: Damage causes and seismic vulnerability mitigation hypothesis”, Eng. Struct, 117, 397-421.
• [11] Resta, M., Fiore, A. and Monaco, P. (2013), “Non-linear finite element analysis of masonry towers by adopting the damage plasticity constitutive model”, Advances in Struct. Eng, 16(5), 2013.
• [12] Barbieri, G., Biolzi, L., Bocciarelli, M., Fregonese, L. and Frigeri, A. (2013), “Assessing the seismic vulnerability of a historical building”, Eng. Struc, , 523–535.
• [13] ABAQUS V13 (2010), Dassault Systèmes Simulia Corp., Providence, Rhode Island, USA.
• [14] Özkul, M. (2016), “Determination of structural safety of a historical structure using operational modal analysis”, MSc. Dissertation (in Turkish), Ege University, İzmir.
• [15] Ulusay, R., Gökçeoglu, C. and Binal, A. (2001), Rock Mechanics Laboratory Experiments, Turkish Chambers of Geology Engineers Ankara, Turkey.
• [16] Brozovsky, J. and Zach, J. (2012), “Evaluation of technical condition of masonry structures”,15th International Brick and Block Masonry Conference, Florianópolis, Brasil, June.
• [17] Lourenço, P.B. (1996), “Computational strategies for masonry structures”, Ph.D. Dissertation, Delft University Press, Netherlands.
• [18] Eurocode 6, (1996), European Committee for Standartization, Brussels.
• [19] Koçak, A. (1999), “Linear and nonlinear analysis of historical masonry structures under static and dynamic loading: example of Hagia Sofia Mosque”, Ph.D. Dissertation, Yildiz Technical University, Istanbul.
• [20] Lourenço, P. (2004), “Current experimental and numerical issues in masonry research”, International worshop on mansory walls and earthquake, Universidade Minho, Portugal.
• [21] Van Overschee, P. and De Moor, B. (1996), Subspace identification for linear systems: Theory- implementation-application, Kluwer Academic Publishers, Boston, London.
• [22] Peeters, B. (2000), “System identification and damage detection in civil engineering structures”, Ph.D. Dissertation, Katholieke University, Leuven, Belgium.
• [23] Bayraktar, A., Türker, T., Sevim, B., Altunışık, A.C. and Yildirim, F. (2009), “Modal parameter identification of Hagia Sophia Bell-Tower via ambient vibration test”, J. Nondestruct. Eval, 28, 37–47, DOI 10.1007/s10921-009-0045-9.
• [24] Bayraktar, A., Sevim, B., Altunışık, A.C. and Türker, T. (2010),“Earthquake analysis of reinforced concrete minarets using ambient vibration test results”, Struct. Des. Tall Spec, 19(3), 257–273.
• [25] Nohutcu, H., Demir, A., Ercan, E., Altıntaş, G. and Hokelekli, E. (2015), “Investigation of a historic masonry structure by numerical and operational modal analyses”, Struct. Des. Tall Spec, 24(13), 821-834.
• [26] ARTeMISModal Pro 3.0. (2014), http://www.svibs.com
• [27] Grecchi, G. (2010), “Material and structural behavior of masonry: simulation with a commercial code”, Laurea Dissertation, University of Pavia, Lombardy, Italy.
• [28] Jankowiak, T. and Lodygowski, T. (2005), “Identification of parameters of concrete damage plasticity constitutive model”, Foundation of Civil and Environmental Engineering, 6, 53-69.
• [29] ASTM C 67-03a, Standard Test Method for Sampling and Testing Bricks and Structural Clay Tile, American Society for Testing and Material, Pennsylvania, USA, (2003). http://dx.doi.org/10.1520/C0067-03A.
• [30] ASTM C 1314-00a, Standard test method for compressive strength of masonry prisms, in: Masonry Test Methods and Specifications for the Building Industry, 4th edn., American Society for Testing and Materials (ASTM), Pennsylvania, USA, (2001). http://dx.doi.org/10.1520/C1314-00A〉
• [31] ACI 530-02/ASCE 5-02/TMS 402-02, Building Code Requirements for Masonry Structures, Masonry Standards Joint Committee (MSJC), American Concrete Institute, The Masonry Society, Detroit, USA, (2002).
• [32] Pacific Earthquake Engineering Research Center (PEER), “Earthquake Data”, http://peer.berkeley.edu
• [33] Mortezaei, M. Kalantari, Seismic evaluation and FRP strengthening of unreinforced flanged masonry walls, Asian J. of Civil Eng. 16(8) (2015) 1155-1173.