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Case Study On a Nonlinear Static and Dynamic Behavior of a 2D-Story Steel Frame with Different Configuration

Case Study On a Nonlinear Static and Dynamic Behavior of a 2D-Story Steel Frame with Different Configuration
Autor(en): , , , ,
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Beitrag für IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022, veröffentlicht in , S. 803-811
DOI: 10.2749/nanjing.2022.0803
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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....
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Bibliografische Angaben

Autor(en): (Department of Structural Engineering, Tongji University, Siping Road, Shanghai, CHINA)
(Department of Structural Engineering, Tongji University, Siping Road, Shanghai, CHINA)
(Department of Structural Engineering, Tongji University, Siping Road, Shanghai, CHINA)
(Department of Disaster Mitigation for Structure, Tongji University, Siping Road, Shanghai, CHINA)
(Department of Disaster Mitigation for Structure, Tongji University, Siping Road, Shanghai, CHINA)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022
Veröffentlicht in:
Seite(n): 803-811 Anzahl der Seiten (im PDF): 9
Seite(n): 803-811
Anzahl der Seiten (im PDF): 9
DOI: 10.2749/nanjing.2022.0803
Abstrakt:

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.
Stichwörter:
Stahlrahmen dynamische Berechnung
Copyright: © 2022 International Association for Bridge and Structural Engineering (IABSE)
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