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논문 기본 정보

자료유형
학술저널
저자정보
Abdulaziz Alaskar (King Saud University) Karzan Wakil (Sulaimani Polytechnic University) Rayed Alyousef (Prince Sattam bin Abdulaziz University) Kittisak Jermsittiparsert (Ton Duc Thang University) Lanh Si Ho (Duy Tan University) Hisham Alabduljabbar (Prince Sattam bin Abdulaziz University) Fahed Alrshoudi (King Saud University) Abdeliazim Mustafa Mohamed (Prince Sattam bin Abdulaziz University)
저널정보
국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.35 No.2
발행연도
2020.1
수록면
187 - 197 (11page)

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Ground motion records are commonly used for fragility curves (FCs) developing utilized in seismic loss estimating analysis for earthquake prone zones. These records could be ‘real’, say the recorded acceleration time series or ‘simulated’ records consistent with the regional seismicity and produced by use of alternative simulation methods. This study has focused on fragility curves developing for masonry buildings through computational ‘simulated’ ground motion records while evaluating the properness of these fragilities compared to the curves generated by the use of ‘real’ records. Assessing the dynamic responses of structures, nonlinear computational time history analyses through the equivalent single degree of freedom systems have been implemented on OpenSees platform. Accordingly, computational structural analyses of multi-story 3D frame structures with different stiffening members considering soil interaction have been carried out with finite element software according to (1992) Earthquake East-West component. The obtained results have been compared to each frame regarding soil interaction. Conclusion and recommendations with the discuss of obtaining findings are presented.

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