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Effect of model calibration on seismic behaviour of a historical mosque

  • Demir, Ali (Department of Civil Engineering, Celal Bayar University) ;
  • Nohutcu, Halil (Department of Civil Engineering, Celal Bayar University) ;
  • Ercan, Emre (Department of Civil Engineering, Ege University) ;
  • Hokelekli, Emin (Department of Civil Engineering, Bartin University) ;
  • Altintas, Gokhan (Department of Civil Engineering, Celal Bayar University)
  • Received : 2016.02.15
  • Accepted : 2016.07.19
  • Published : 2016.12.10

Abstract

The objective of the study is to investigate the effects of model calibration on seismic behaviour of a historical mosque which is one of the most significant Ottomon structures. Seismic analyses of calibrated and noncalibrated numeric models were carried out by using acceleration records of Kocaeli earthquake in 1999. In numerical analysis, existing crack zones on real structure was investigated in detail. As a result of analyses, maximum stresses and displacements of calibrated and noncalibrated numerical models were compared each other. Consequently, seismic behaviour and damage state of historical masonry Hafsa Sultan mosque was determined as more realistic in the event of a severe earthquake.

Keywords

Acknowledgement

Supported by : TUBITAK, Commission of Celal Bayar University

References

  1. ABAQUS V13 (2010), Dassault Systemes Simulia Corp., Providence, Rhode Island, USA.
  2. Asteris, P.G., Chronopoulos, M.P., Chrysostomou, C.Z., Varum, H., Plevris, V., Kyriakides, N. and Silva, V. (2014), "Seismic vulnerability assessment of historical masonry structural systems", Eng. Struct., 62-63, 118-134. https://doi.org/10.1016/j.engstruct.2014.01.031
  3. Bartoli, G., Betti, M. and Giordano, S. (2013), "In situ static and dynamic investigations on the Torre Grossa, masonry tower", Eng. Struct., 52, 718-733. https://doi.org/10.1016/j.engstruct.2013.01.030
  4. Bayraktar, A., Altunisik, C.A., Sevim, B. and Turker, 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. https://doi.org/10.1177/1077546309353288
  5. Bayraktar, A., Sevim, B., Altunisik, A.C. and Turker, T. (2009), "Analytical and operational modal analyses of turkish style reinforced concrete minarets for structural identification", Exp. Techniques, 33(2), 65-75.
  6. Bayraktar, A., Turker, T. and Altunisik, C.A. (2015), "Experimental frequencies and damping ratios for historical masonry arch bridges", Constr. Build. Mater., 75, 234-241. https://doi.org/10.1016/j.conbuildmat.2014.10.044
  7. Bednarz, J.K., Jasienko, J., Rutkowski, M.P. and Nowak, P.T. (2014), "Strengthening and long-term monitoring of the structure of an historical church presbytery", Eng. Struct., 81, 62-75. https://doi.org/10.1016/j.engstruct.2014.09.028
  8. Boscato, G., Dal Cin, A., Rocchi, D., Russo, S., Sciarretta, F., Sperotto, E. and Tommasini, M. (2012), "Structural identification of damaged Anime Sante Church using ambient vibration, forced vibration and earthquake action", Structural Analysis of Historical Constructions (SAHC), Wroclaw, Poland.
  9. Cakir, F., Seker, S.B., Durmus, A., Dogangun, A. and Uysal, H. (2015), "Seismic assessment of a historical masonry mosque by experimental tests and finite element analyses", KSCE J. Civil Eng., 19(1), 158-164. https://doi.org/10.1007/s12205-014-0468-4
  10. Cakir, F., Uckan, E., Shen, J., Seker, S. and Akbas, B. (2015), "Seismic damage evaluation of historical structures during van earthquake, October 23, 2011", Eng. Fail. Anal., 58, 249-266. https://doi.org/10.1016/j.engfailanal.2015.08.030
  11. Calik, I., Bayraktar, A., Turker, T. and Karadeniz, H. (2014), "Structural dynamic identification of a damaged and restored masonry vault using Ambient Vibrations", Measurement, 55, 462-472. https://doi.org/10.1016/j.measurement.2014.05.030
  12. Foraboschi, P. (2013), "Church of San Giuliano di Puglia: seismic repair and upgrading", Eng. Fail. Ana.l, 33, 281-314. https://doi.org/10.1016/j.engfailanal.2013.05.023
  13. Foti, D., Diaferio, M., Giannoccaro, N.I. and Mongelli, M. (2012), "Ambient vibration testing, dynamic identification and model updating of a historic tower", NDT E. Int., 47, 88-95. https://doi.org/10.1016/j.ndteint.2011.11.009
  14. Gentile, C. and Saisi, A. (2007), "Ambient vibration testing of historic masonry towers for structural identification and damage assessment", Constr. Build. Mater., 21, 1311-1321. https://doi.org/10.1016/j.conbuildmat.2006.01.007
  15. Jacobsen, N.J., Andersen, P. and Brincker, R. (2006), "Using enhanced frequency domain decomposition as a robust technique to harmonic excitation in operational modal analysis", Proceedings of ISMA2006, Belgium, September.
  16. Lourenco, P.B., Oliveira, D.V., Leite, J.C., Ingham, J.M., Modena, C. and da Porto, F. (2013), "Simplified indexes for the seismic sssessment of masonry buildings: international database and validation", Eng. Fail. Anal., 34, 585-605. https://doi.org/10.1016/j.engfailanal.2013.02.014
  17. Nohutcu, H., Demir, A., Ercan, E., Altintas, G. and Hokelekli, E. (2015), "Investigation of a historic masonry structure by numerical and operational modal analyses", Struct. Des. Tall Spec. Build., 24, 821-834 https://doi.org/10.1002/tal.1213
  18. Osmancikli, G., Ucak, S., Turan, F.N., Turker, T. and Bayraktar, A. (2012), "Investigation of restoration effects on the dynamic characteristics of the Hagia Sophia Bell-Tower by ambient vibration test", Constr. Build. Mater., 29, 564-572. https://doi.org/10.1016/j.conbuildmat.2011.11.035
  19. Pacific Earthquake Engineering Research Center (PEER), "Earthquake Data", http://peer.berkeley.edu.
  20. Preciado, A., (2015) "Seismic vulnerability and failure modes simulation of ancient masonry towers by validated virtual finite element models", Eng. Fail. Anal., 57, 72-87. https://doi.org/10.1016/j.engfailanal.2015.07.030
  21. Preciado, A., Orduna, A., Bartoli, G. and Budelmann, H. (2015), "Facade seismic failure simulation of an old cathedral in Colima, Mexico by 3D limit analysis and nonlinear finite element method", Eng. Fail. Anal., 49, 20-30. https://doi.org/10.1016/j.engfailanal.2014.12.003
  22. Ramos, L.F., Aguilar, R., Lourenco., P.B. and Moreira, S. (2013), "Dynamic structural health monitoring of Saint Torcato church", Mech. Syst. Signal Pr., 35, 1-15. https://doi.org/10.1016/j.ymssp.2012.09.007
  23. Ramos, L.F., Marques, L., Lourenco, P.B., De Roeck, G., Campos-Costa, A. and Roque, J. (2010), "Monitoring historical masonry structures with operational modal analysis: Two case studies", Mech. Syst. Signal Pr., 24, 1291-1305. https://doi.org/10.1016/j.ymssp.2010.01.011
  24. Terenzi, G. and Sorace, S. (2002), "Seismic evaluation and retrofit of historical churches", Struct. Eng. Int., 4(12), 283-288.
  25. Votsis, R.A., Kyriakides, N., Chrysostomou, C.Z., Tantele, E. and Demetriou, T. (2012), "Ambient vibration testing of two masonry monuments in Cyprus", Soil Dyn. Earthq. Eng., 43, 58-68. https://doi.org/10.1016/j.soildyn.2012.07.015

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