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Steel and Composite Structures Volume 35, Number 2, April25 2020 , pages 187-197 DOI: https://doi.org/10.12989/scs.2020.35.2.187 |
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Computational analysis of three dimensional steel frame structures through different stiffening members |
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Abdulaziz Alaskar, Karzan Wakil, Rayed Alyousef, Kittisak Jermsittiparsert, Lanh Si Ho, Hisham Alabduljabbar, Fahed Alrshoudi and Abdeliazim Mustafa Mohamed
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| Abstract | ||
| 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. | ||
| Key Words | ||
| ground motion; masonry buildings; soil Interaction; 3D frame structure; finite element | ||
| Address | ||
| Abdulaziz Alaskar and Fahed Alrshoudi: Department of Civil Engineering, College of Engineering, King Saud University, Riyadh 11362, Saudi Arabia Karzan Wakil: Research Center, Sulaimani Polytechnic University, Sulaimani 46001, Kurdistan Region, Iraq; Department of Computer, College of Science, University of Halabja, Halabja 46018, Kurdistan Region, Iraq Rayed Alyousef, Hisham Alabduljabbar and Abdeliazim Mustafa Mohamed: Department of Civil Engineering, College of Engineering, Prince Sattam bin Abdulaziz University, Al-kharj 11942, Saudi Arabia Kittisak Jermsittiparsert: Department for Management of Science and Technology Development, Ton Duc Thang University, Ho Chi Minh City, Vietnam; Faculty of Social Sciences and Humanities, Ton Duc Thang University, Ho Chi Minh City, Vietnam Lanh Si Ho: Institute of Research and Development, Duy Tan University, Da Nang 550000, Vietnam | ||