Seismic Fragility Analysis of Steel Frame Structure with Lateral Resistance Energy-Consuming Device

ZHANG Ailin; YANG Shuo; JIANG Ziqin; ZHANG Wenying; LIU Jie; YANG Xiaofeng

doi:10.13204/j.gyjzG21122104

Volume 53 Issue 5

May 2023

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ZHANG Ailin, YANG Shuo, JIANG Ziqin, ZHANG Wenying, LIU Jie, YANG Xiaofeng. Seismic Fragility Analysis of Steel Frame Structure with Lateral Resistance Energy-Consuming Device[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 101-108. doi: 10.13204/j.gyjzG21122104

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Seismic Fragility Analysis of Steel Frame Structure with Lateral Resistance Energy-Consuming Device

doi: 10.13204/j.gyjzG21122104

1. College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China;
2. Beijing Engineering Research Center of High-Rise and Large-Span Prestressed Steel Structure, Beijing University of Technology, Beijing 100124, China;
3. Beijing Advanced Innovation Center for Future City Design, Beijing University of Civil Engineering and Architecture, Beijing 100044, China

Received Date: 2021-12-21

Abstract

Abstract

The steel frame structure with lateral resistance energy-consuming device (LRED-SF) is first introduced. The finite element model of the earthquake-resilient prefabricated column foot joints with lateral resistance energy-consuming device was established and its correctness was verified. And then the finite element model of LRED-SF was established. Based on the incremental dynamic analysis method (IDA), the seismic fragility analysis with 22 seismic waves was carried out on the rigid steel frame (RSF) and LRED-SF. The seismic fragility curves and the structural collapse margin ratio (CMR) of the two structures were compared. The influence of the width and thickness of the lateral resistance shear member (LRSM) and the stiffness ratio of the beam of LRSM on the seismic fragility of LRED-SF was analyzed. The result showes that the seismic performance of LRED-SF is better than RSF. The structural collapse resistance is positively related to the width of LRSM and the stiffness ratio of the beam of LRSM. However, when the width of LRSM increases to a certain extent, the collapse resistance of the structure will decrease.
- recoverable function,
- steel frame structure,
- IDA,
- fragility,
- collapse margin ratio

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References(22)

References

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