Case Study On a Nonlinear Static and Dynamic Behavior of a 2D-Story Steel Frame with Different Configuration
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Bibliographic Details
| Author(s): |
Landry Wilfried Tim Sob
(Department of Structural Engineering, Tongji University, Siping Road, Shanghai, CHINA)
Changgen Deng (Department of Structural Engineering, Tongji University, Siping Road, Shanghai, CHINA) Moneef Mohamed Elobaid Musa (Department of Structural Engineering, Tongji University, Siping Road, Shanghai, CHINA) Md Nasir Uddin (Department of Disaster Mitigation for Structure, Tongji University, Siping Road, Shanghai, CHINA) Faharidine Mahamoudou (Department of Disaster Mitigation for Structure, Tongji University, Siping Road, Shanghai, CHINA) |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022 | ||||
| Published in: | IABSE Congress Nanjing 2022 | ||||
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| Page(s): | 803-811 | ||||
| Total no. of pages: | 9 | ||||
| DOI: | 10.2749/nanjing.2022.0803 | ||||
| Abstract: |
This paper investigated the seismic performance of steel frames under earthquake motion. Two- story steel frames were designed based on a code-design method for a medium and high-risk seismic zone. The frame's nonlinear static and dynamic analyses have been performed using OpenSees software and sap2000. We consider diverse configurations, concentrated plasticity, and fiber-model were employed. The results obtained in the analytical study concluded that the user design method was reasonable and the mean maximum drift of the frames under the ground motion sets was in an acceptable range. |
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| Keywords: |
steel frame dynamic analysis non-linear static analysis fiber model earthquake motion concentrated plasticity model
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| Copyright: | © 2022 International Association for Bridge and Structural Engineering (IABSE) | ||||
| License: | This creative work is copyrighted material and may not be used without explicit approval by the author and/or copyright owner. |
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