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Time history analysis of an existing structure in accordance with Turkish and European standards

 Time history analysis of an existing structure in accordance with Turkish and European standards
Author(s): , , ORCID,
Presented at IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021, published in , pp. 1383-1391
DOI: 10.2749/ghent.2021.1383
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Turkey is located on active seismic fault lines. Having this major issue makes the seismic performance analysis a critical step to decide the safety or whether demolishing or reinforcing is more ef...
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Bibliographic Details

Author(s): (Institute for Sustainability and Innovation in Structural Engineering (ISISE), School of Engineering, University of Minho, Portugal)
(Institute for Sustainability and Innovation in Structural Engineering (ISISE), School of Engineering, University of Minho, Portugal)
ORCID (Institute for Sustainability and Innovation in Structural Engineering (ISISE), School of Engineering, University of Minho, Portugal)
(Institute of Earthquake Engineering and Disaster Management, Istanbul Technical University, Turkey‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌)
Medium: conference paper
Language(s): English
Conference: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021
Published in:
Page(s): 1383-1391 Total no. of pages: 9
Page(s): 1383-1391
Total no. of pages: 9
DOI: 10.2749/ghent.2021.1383
Abstract:

Turkey is located on active seismic fault lines. Having this major issue makes the seismic performance analysis a critical step to decide the safety or whether demolishing or reinforcing is more efficient. In this study, a seismic analysis comparison is performed on an existing steel structure via SAP2000 software. The seismic analysis method is Linear Time History Analysis. A comparison of results attained from dynamic analysis is obtained for an existing steel structure serving as a garage in Istanbul, Turkey. The results are demonstrated using graphics where base shear forces as well as lateral displacements obtained for two models are plotted for comparison.

Keywords:
Eurocode 8 time-history analysis Time History Analysis seismicity
Copyright: © 2021 International Association for Bridge and Structural Engineering (IABSE)
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