Steel and Composite Structures

  • 제35권2호
  • /
  • Pages.187-197
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  • 2020
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Computational analysis of three dimensional steel frame structures through different stiffening members

  • Alaskar, Abdulaziz (Department of Civil Engineering, College of Engineering, King Saud University) ;
  • Wakil, Karzan (Research Center, Sulaimani Polytechnic University) ;
  • Alyousef, Rayed (Department of Civil Engineering, College of Engineering, Prince Sattam bin Abdulaziz University) ;
  • Jermsittiparsert, Kittisak (Department for Management of Science and Technology Development, Ton Duc Thang University) ;
  • Ho, Lanh Si (Institute of Research and Development, Duy Tan University) ;
  • Alabduljabbar, Hisham (Department of Civil Engineering, College of Engineering, Prince Sattam bin Abdulaziz University) ;
  • Alrshoudi, Fahed (Department of Civil Engineering, College of Engineering, King Saud University) ;
  • Mohamed, Abdeliazim Mustafa (Department of Civil Engineering, College of Engineering, Prince Sattam bin Abdulaziz University)
  • 투고 : 2019.04.04
  • 심사 : 2020.02.13
  • 발행 : 2020.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

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.

키워드

참고문헌

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