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Ambient Vibration-Based System Identification of a Medieval Masonry Bastion for Health Assessment using Nonlinear Analyses

  • Ahmet Can Altunişik EMAIL logo , Ali Fuat Genç , Murat Günaydin , Süleyman Adanur and Fatih Yesevi Okur
Published/Copyright: March 7, 2018

Abstract

Earthquakes have underlined the need for health monitoring and safety assessment of engineering structures in general and especially historical heritage. These structures can be exposed to many different loads such as earthquake and wind that may cause the deterioration and loss of structural integrity. In this study, ambient vibration-based system identification of Zağanos Bastion is carried out for health assessment using linear and nonlinear analyses. 3D finite element analyses of the bastion are performed using relievo drawings and analytical dynamic characteristics are obtained. Ambient vibration tests are conducted on the bastion and experimental dynamic characteristics such as natural frequencies, mode shapes and damping ratios are determined. Enhanced Frequency Domain Decomposition Method in the frequency domain and Stochastic Subspace Identification Method in the time domain are used to extract the experimental dynamic characteristics. Maximum differences are minimized using some uncertain parameters to obtain the updated finite element model. Linear and nonlinear time history analyses are carried out using 1999 Kocaeli earthquake ground motion record to display the maximum displacements, stresses and local damage regions with detail. This study suggests that minor damage at the connection points and exterior surface will sustain under destructive earthquakes.

References

[1] M. Betti, M. Orlando and A. Vignoli, Static behaviour of an Italian Medieval Castle: Damage assessment by numerical modeling, Comput. Struct. 89 (2011), 1956–1970.10.1016/j.compstruc.2011.05.022Search in Google Scholar

[2] A. Bayraktar, A.C. Altunişik, F. Birinci, B. Sevim and T. Türker, Finite-element analysis and vibration testing of a two-span masonry arch bridge, J. Perform. Constr. Fac. 24 (2009), 46–52.10.1061/(ASCE)CF.1943-5509.0000060Search in Google Scholar

[3] B. Sevim, A. Bayraktar, A.C. Altunişik, S. Atamtürktür and F. Birinci, Finite element model calibration effects on the earthquake response of masonry arch bridges, Finite Elem. Anal. Des. 47 (2011), 621–634.10.1016/j.finel.2010.12.011Search in Google Scholar

[4] A. Saisi, C. Gentile and M. Guidobaldi, Post-earthquake continuous dynamic monitoring of the Gabbia Tower in Mantua, Italy, Constr. Build. Mater. 81 (2015), 101–112.10.1016/j.conbuildmat.2015.02.010Search in Google Scholar

[5] M. Valente and G. Milani, Non-linear dynamic and static analyses on eight historical masonry towers in the North-East of Italy, Eng. Struct. 114 (2016), 241–270.10.1016/j.engstruct.2016.02.004Search in Google Scholar

[6] G. Milani and M. Valente, 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 (2015), 129–161.10.1016/j.engfailanal.2014.09.016Search in Google Scholar

[7] S. Casolo, G. Milani, G. Uva and C. Alessandri, Comparative seismic vulnerability analysis on ten masonry towers in the coastal Po Valley in Italy, Eng. Struct. 49 (2013), 465–490.10.1016/j.engstruct.2012.11.033Search in Google Scholar

[8] A. Preciado, Seismic vulnerability and failure modes simulation of ancient masonry towers by validated virtual finite element models, Eng. Fail. Anal. 57 (2015), 72–87.10.1016/j.engfailanal.2015.07.030Search in Google Scholar

[9] P. Pineda, Collapse and upgrading mechanisms associated to the structural materials of a deteriorated masonry tower. Nonlinear assessment under different damage and loading levels, Eng. Fail. Anal. 63 (2016), 72–93.10.1016/j.engfailanal.2016.02.013Search in Google Scholar

[10] A. Bayraktar, A. Şahin, D.M. Özcan and F. Yildirim, Numerical damage assessment of Haghia Sophia bell tower by nonlinear FE modeling, Appl. Math. Model. 34 (2010), 92–121.10.1016/j.apm.2009.03.033Search in Google Scholar

[11] L.A.S. Kouris and A.J. Kappos, Detailed and simplified non-linear models for timber-framed masonry structures, J. Cult. Herit. 13 (2012), 47–58.10.1016/j.culher.2011.05.009Search in Google Scholar

[12] F. Minghini, G. Milani and A. Tralli, Seismic risk assessment of a 50m high masonry chimney using advanced analysis techniques, Eng. Struct. 69 (2014), 255–270.10.1016/j.engstruct.2014.03.028Search in Google Scholar

[13] M. Betti and L. Galano, Seismic analysis of historic masonry buildings: The vicarious palace in Pescia (Italy), Buildings. 2 (2012), 63–82.10.3390/buildings2020063Search in Google Scholar

[14] S. Atamturktur and B. Sevim, Seismic performance assessment of masonry tile domes through nonlinear finite-element analysis, J. Perform. Constr. Fac. 26 (2011), 410–423.10.1061/(ASCE)CF.1943-5509.0000243Search in Google Scholar

[15] S. Casolo and C.A. Sanjust, Seismic analysis and strengthening design of a masonry monument by a rigid body spring model: The “Maniace Castle” of Syracuse, Eng. Struct. 31 (2009), 1447–1459.10.1016/j.engstruct.2009.02.030Search in Google Scholar

[16] ANSYS, Swanson Analysis System, Houston, Pennsylvania, USA, 2013.Search in Google Scholar

[17] S. Saloustros, L. Pelà, P. Roca and J. Portal, Numerical analysis of structural damage in the church of the Poblet Monastery, Eng. Fail. Anal. 48 (2015), 41–61.10.1016/j.engfailanal.2014.10.015Search in Google Scholar

[18] A. Dal Cin and S. Russo, Influence of the annex on seismic behavior of historic churches, Eng. Fail. Anal. 45 (2014), 300–313.10.1016/j.engfailanal.2014.07.004Search in Google Scholar

[19] F. Cakir, B.S. Seker, A. Durmus, A. Dogangun and H. Uysal, Seismic assessment of a historical masonry mosque by experimental tests and finite element analyses, KSCE J. Civ. Eng. 19 (2015), 158–164.10.1007/s12205-014-0468-4Search in Google Scholar

[20] A.C. Altunişik, A. Bayraktar, B. Sevim and Ş. Ateş, Ambient vibration based seismic evaluation of isolated Gülburnu highway bridge, Soil. Dyn. Earthq. Eng. 31 (2011), 1496–1510.10.1016/j.soildyn.2011.05.020Search in Google Scholar

[21] S. Saloustros, L. Pelà, P. Roca and J. Portal, Numerical analysis of structural damage in the church of the Poblet monastery, Eng. Fail. Anal. 48 (2015), 41–61.10.1016/j.engfailanal.2014.10.015Search in Google Scholar

[22] M. Betti and A. Vignoli, Modelling and analysis of a Romanesque church under earthquake loading: Assessment of seismic resistance, Eng. Struct. 30(2) (2008), 352–367.10.1016/j.engstruct.2007.03.027Search in Google Scholar

[23] M. Betti and A. Vignoli, Numerical assessment of the static and seismic behaviour of the basilica of Santa Maria all’Impruneta (Italy), Constr. Build. Mater. 25(12) (2011), 4308–4324.10.1016/j.conbuildmat.2010.12.028Search in Google Scholar

[24] A. Carpinteri, S. Invernizzi and G. Lacidogna, In situ damage assessment and nonlinear modelling of a historical masonry tower, Eng. Struct. 27(3) (2005), 387–395.10.1016/j.engstruct.2004.11.001Search in Google Scholar

[25] PEER, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, USA, 2016.Search in Google Scholar

[26] M. Betti, M. Orlando and A. Vignoli, Modelling and analysis of an Italian medieval castle under earthquake loading: Diagnosis and strengthening, in: Structural Analysis of Historical Constructions, Eds. P.B. Lourenço, P. Roca, C. Modena and S. Agrawal, New Delhi, 2006.Search in Google Scholar

[27] S. Chiostrini, L. Galano and A. Vignoli, In-situ tests and numerical simulations on structural behaviour of ancient masonry, in: Proceedings of Monument-98, Workshop on Seismic Performance of Monuments, pp.1998. 197–206.Search in Google Scholar

Received: 2017-1-5
Revised: 2017-10-23
Accepted: 2018-1-22
Published Online: 2018-3-7
Published in Print: 2018-3-26

© 2018 Walter de Gruyter GmbH, Berlin/Boston

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