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Evaluation of rigid-end offset effect on seismic behavior of a structure subjected to Van earthquake

  • Bekiroglu, Serkan (Yildiz Technical University, Department of Civil Engineering) ;
  • Sahina, Abdurrahman (Yildiz Technical University, Department of Civil Engineering) ;
  • Sevima, Baris (Yildiz Technical University, Department of Civil Engineering) ;
  • Ayvaz, Yusuf (Yildiz Technical University, Department of Civil Engineering)
  • Received : 2013.03.05
  • Accepted : 2013.09.09
  • Published : 2013.09.25

Abstract

Numerical damage assessment of Van train station building consisting of three RC blocks due to 2011 Van Earthquakes by nonlinear dynamic analysis is presented. The structural model is created with rigid-end offsets and plastic hinges for nonlinear analysis. Rigid-end offsets are considered for connection areas and proposed for wall-supported elements. In wall-supported elements, walls take place in a limited part of the columns. Nonlinear dynamic analysis of the building with and without rigid-end offsets is performed by using real earthquake records and results are compared. The results show that rigid-end offsets have significant effects on the seismic behavior of the structures.

Keywords

References

  1. Tsai, K.C., Wu, S. and Popov, E.P. (1995), "Experimental performance of seismic steel beam-column moment joints", Journal of Structural Engineering, 121(6), 925-931. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:6(925)
  2. Khudada, A.E. and Geschwindner, L.F. (1997), "Nonlinear dynamic analysis of steel frames by modal superposition", Journal of Structural Engineering, 123(11), 1519-1527. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:11(1519)
  3. Foley, C.M. and Vinnakota, S. (1999), "Inelastic behavior of multistory partially restrained steel frames, Part II", Journal of Structural Engineering, 125(8), 862-869. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:8(862)
  4. Wong, K.K.F. and Wang, Z. (2007a), "Seismic analysis of inelastic moment-resisting frames Part I: Modified force analogy method for end offsets", The Structural Design of Tall and Special Buildings, 16(3), 267-282. https://doi.org/10.1002/tal.314
  5. Wong, K.K.F. and Wang, Z. (2007a), "Seismic analysis of inelastic moment-resisting frames Part I: Modified force analogy method for end offsets", The Structural Design of Tall and Special Buildings, 16(3), 267-282. https://doi.org/10.1002/tal.314
  6. Wong, K.K.F. (2012), "Nonlinear modal analysis of structures with rigid-end offsets", 20th Analysis & Computation Specialty Conference, ASCE.
  7. Url1: http://neic.usgs.gov/neis/eq_depot/2011/eq_111023_b0006bqc/neic_b0006bqc_w.html, (Accessed October 28, 2012)
  8. Url 2: Google Maps, http://maps.google.com/ (Accessed October 28, 2012)
  9. Heylen, W., Stefan, L. and Sas, P. (2007), Modal analysis theory and testing, Katholieke Univ. Leuven, Faculty of Engineering, Dept. of Mechanical Engineering, Leuven, Belgium.
  10. Şahin, A. and Bayraktar, A. (2010), "SignalCAD: A Digital signal processing software for forced and ambient vibration testing of engineering structures", J. Test. Eval., 38(1), 95-110.
  11. MATLAB [Computer software] (2009), Natick, MA, MathWorks.
  12. Specification for Buildings to be Built in Seismic Zones (2007), Ministry of Public Works and Settlement Government of Republic of Turkey
  13. SAP2000 [Computer software] (2009), Integrated Finite Element Analysis and Design of Structures, Computers and Structures Inc., Berkeley, California, USA.
  14. Yan, Z.H. and Au, F.T.K. (2010), "Nonlinear dynamic analysis of frames with plastic hinges at arbitrary locations", The Structural Design of Tall and Special Buildings, 19(7), 778-801.
  15. Su, L. and Shi, J. (2013), "Displacement-based earthquake loss assessment methodology for RC frames infilled with masonry panels", Engineering Structures, 48, 430-441. https://doi.org/10.1016/j.engstruct.2012.08.036
  16. Bayraktar, A., Sahin, A., Ozcan, D.M. and Yildirim, F. (2010), "Numerical damage assessment of Haghia Sophia bell tower by nonlinear FE modeling", Applied Mathematical Modelling, 34(1), 92-21. https://doi.org/10.1016/j.apm.2009.03.033

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