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Nonlinear seismic response of a masonry arch bridge

  • Sayin, Erkut
  • Received : 2015.10.15
  • Accepted : 2015.01.14
  • Published : 2016.02.25

Abstract

Historical structures that function as a bridge from past to present are the cultural and social reflections of societies. Masonry bridges are one of the important historical structures. These bridges are vulnerable against to seismic action. In this study, linear and non-linear dynamic analyses of historical Nadir Bridge are assessed. The bridge is modelled with three dimensional finite elements. For the seismic effect, artificial acceleration records are generated considering the seismic characteristics of the region where the bridge is located. Seismic response of the bridge is investigated.

Keywords

masonry bridges;finite element model;linear and non-linear dynamic analysis;seismic response

References

  1. Ilerisoy, Z.Y. and Soyluk, A. (2012), "Impact of shallow earthquakes on the Sehzade Mehmet mosque", Gradevinar, 64(9), 735-740.
  2. Pela, L., Aprile, A. and Benedetti, A. (2009), "Seismic assessment of masonry arch bridges", Eng. Struct., 31(8), 1777-1788. https://doi.org/10.1016/j.engstruct.2009.02.012
  3. Pela, L., Aprileb, A. and Benedettic, A. (2013), "Comparison of seismic assessment procedures for masonry arch bridges", Constr. Build. Mater., 38, 381-394. https://doi.org/10.1016/j.conbuildmat.2012.08.046
  4. Preciado, A., Bartoli, G. and Budelmann, H. (2015), "Fundamental aspects on the seismic vulnerability of ancient masonry towers and retrofitting techniques", Earthq. Struct., 9(2), 339-352. https://doi.org/10.12989/eas.2015.9.2.339
  5. Radnic, J., Harapin, A., Smilovic, M., Grgic, N. and Glibic, M. (2012), "Static and dynamic analysis of the old stone bridge in Mostar", Gradevinar, 8, 655-665.
  6. Rots, J.G. (1991), "Numerical simulation of cracking in structural masonry", Heron, 36(2), 49-63.
  7. Sevim, B., Bayraktar, A., Altunisik, A.C., Atamturktur, S. and Birinci, F. (2011a), "Assessment of nonlinear seismic performance of a restored historical arch bridge using ambient vibrations", Nonlin. Dyn., 63(4), 755-770. https://doi.org/10.1007/s11071-010-9835-y
  8. Sevim, B., Bayraktar, A., Altunisik, A.C., Atamturktur, S. and Birinci, F. (2011b), "Finite element model calibration effects on the earthquake response of masonry arch bridges", Finite Element. Anal. Des., 47(7), 621-634. https://doi.org/10.1016/j.finel.2010.12.011
  9. SeismoArtif Version 1 (2013).
  10. Toker, S. and Unay, A.I. (2004), "Mathematical modelling and finite element analysis of masonry arch bridges", G.U. J. Sci., 17(2), 129-139.
  11. Turkish Earthquake Code (TEC, 2007), Ministry of Public Works and Settlement, Ankara.
  12. Ural, A. (2005), "Finite element analysis of historical arch bridge", International Earthquake Symposium, Kocaeli, Turkey.
  13. Wang, J. and Melbourne, C. (2007), "Finite element analyses of soil-structure interaction in masonry arch bridges", ARCH'07-5th International Conference on Arch Bridges, 515-523.
  14. William, K.J. and Warnke, E.P. (1975), "Constitutive model for the triaxial behaviour of concrete", Proceeding of the International Association for Bridge and Structural Engineering, ISMES, Bergamo, Italy.
  15. Zampieri, P., Zanini, M.A. and Modena, C. (2015), "Simplified seismic assessment of multi-span masonry arch bridges", Bull. Earthq. Eng., 13(9), 2629-2646. https://doi.org/10.1007/s10518-015-9733-2
  16. Bayraktar, A., Altunisik, A.C., Sevim, B., Turker, T., Akkose, M. and Coskun, N. (2008), "Modal analysis, experimental validation and calibration of a historical masonry minaret", J. Test. Evaluation, 36(6), 516-524.
  17. Bayraktar, A., Altunisik, A.C., Birinci, F., Sevim, B. and Turker, T. (2010), "Finite element analysis and vibration testing of a two-span masonry arch bridge", J. Perform. Constr. Facil., 24(1), 46-52. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000060
  18. Beconcini, M.L. Buratti, G. Croce, P. Mengozzi, M. Orsini, P. and Luise, M. (2007), "Dynamic characterization of a five spans historical masonry arch bridge", ARCH'07-5th International Conference on Arch Bridges, 399-407.
  19. Bernardeschi, K., Padovani, C. and Pasquinelli, G. (2004), "Numerical modeling of the structural behavior of Buti's Bell tower", J. Cultural Herit., 5(4), 371-378. https://doi.org/10.1016/j.culher.2004.01.004
  20. Brencich, A. and Sabia, D. (2008), "Experimental identification of a multi-span masonry bridge: the Tanaro bridge", Constr. Build. Mater., 22(10), 2087-2099. https://doi.org/10.1016/j.conbuildmat.2007.07.031
  21. Carpinteri, A., Invernizzi, S. and Lacidogna, G. (2005), "In Situ damage assessment and nonlinear modelling of a historical masonry tower", Eng. Struct., 27(3), 387-395. https://doi.org/10.1016/j.engstruct.2004.11.001
  22. Chung, J. and Hulbert, G.M. (1993), "A time integration algorithm for structural dynamics with improved numerical dissipation: The Generalized-${\alpha}$ Method", J. Appl. Mech., 60(2), 371-375. https://doi.org/10.1115/1.2900803
  23. Fanning, P.J. and Boothby, T.E. (2001), "Three-dimensional modelling and full-scale testing of stone arch bridges", Comput. Struct., 79(29), 2645-2662. https://doi.org/10.1016/S0045-7949(01)00109-2
  24. Frunzio, G., Monaco, M. and Gesualdo, A. (2001), "3D F.E.M analysis of a Roman arch bridge", Historical Constructions, Eds., P.B. Lourenco, P. Roca, Guimaraes, 591-597.
  25. Gonen, H., Dogan, M., Karacasu, M., Ozbasaran, H. and Gokdemir, H. (2013), "Structural failures in refrofit historical Murat masonry arch bridge", Eng. Fail. Anal., 35, 334-342. https://doi.org/10.1016/j.engfailanal.2013.02.024
  26. Lourenco, P.B. (1996), "Computational strategies for masonry structures", Ph.D. Thesis, Delft Technical University of Technology, The Netherlands.
  27. Li, T. and Atamturktur, S. (2014), "Fidelity and Robustness of detailed micro modeling, simplified micro modeling, and macro modeling techniques for a masonry dome", J. Perform. Constr. Facil., 28(3), 480-490. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000440
  28. Lu, W.R., Wang, M. and Liu, X.J. (2011), "Numerical analysis of masonry under compression via micro-model", Adv. Mater. Res. Trans Tech Pub., 243, 1360-1365.
  29. ANSYS, (2008), Swanson Analysis System.
  30. Altunisik, A.C., Bayraktar, A., Sevim, B. and Birinci, F. (2011), "Vibration-based operational modal analysis of the Mikron historic arch bridge after restoration", Civ. Eng. Envir. Syst., 28(3), 247-259. https://doi.org/10.1080/10286608.2011.588328
  31. Muvafik, M. (2014), "Field investigation and seismic analysis of a historical brick masonry minaret damaged during the Van earthquakes in 2011", Earthq. Struct., 6(5), 457-452. https://doi.org/10.12989/eas.2014.6.5.457

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