Seismic Performance Evaluation of Steel Frame-Support Structures Embedded with Double-Stage Prefabricated Buckling-Restrained Braces

ZHANG Ailin; LIU Jie; JIANG Ziqin; GUO Kang; SU Shijia

doi:10.13204/j.gyjzG23020102

Volume 53 Issue 9

Sep. 2023

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LüJiangen, Wang Ronghui. DETERIORATION EXAMINATION AND REINFORCEMENT OF CFST TIED ARCH BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 158-161. doi: 10.13204/j.gyjz201208031

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ZHANG Ailin, LIU Jie, JIANG Ziqin, GUO Kang, SU Shijia. Seismic Performance Evaluation of Steel Frame-Support Structures Embedded with Double-Stage Prefabricated Buckling-Restrained Braces[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(9): 54-61. doi: 10.13204/j.gyjzG23020102

LüJiangen, Wang Ronghui. DETERIORATION EXAMINATION AND REINFORCEMENT OF CFST TIED ARCH BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 158-161. doi: 10.13204/j.gyjz201208031

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Seismic Performance Evaluation of Steel Frame-Support Structures Embedded with Double-Stage Prefabricated Buckling-Restrained Braces

doi: 10.13204/j.gyjzG23020102

ZHANG Ailin^1,2,3,
LIU Jie¹,
JIANG Ziqin^{1,2
,
,},
GUO Kang¹,
SU Shijia¹

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 100124, China;
3. Beijing Advanced Innovation Center for Future City Design, Beijing University of Civil Engineering and Architecture, Beijing 100044, China

Received Date: 2023-02-01
Available Online: 2023-11-08

Abstract

Abstract

In order to study the influence of the new double-yield-point prefabricated buckling-restrained braces with replaceable core on the seismic performance of the prefabricated steel frame-support structure, firstly the finite element software Perform-3D was used to establish the finite element models of ordinary braces, buckling-restrained braces and new double-yield-point prefabricated buckling-restrained braces with replaceable core and verified the accuracy of the modeling method. Then, on this basis, a finite element model of steel frame-support structure embedded with new double-yield-point buckling-restrained braces with replaceable core was established, and the seismic performances of ordinary steel frame structure, steel frame-ordinary braces structure, steel frame-buckling-restrained braces structure, and steel frame-support structure embedded with new double-yield-point braces were studied by elastoplastic time-history analysis method. The analysis results show that Perform-3D could accurately simulate ordinary steel braces, ordinary buckling-restrained braces and new double-yield-point prefabricated buckling-restrained braces with replaceable core. The steel frame-support structure embedded with the new double-yield-point prefabricated buckling-restrained braces is better than other structures in terms of the maximum interlayer displacement angle and the top layer displacement of the structure and the base shear force. The new double-yield-point prefabricated buckling-restrained braces with replaceable core play an important role under the action of earthquake, mainly through the new double-yield-point prefabricated buckling-restrained braces with replaceable core to consume energy. It indicates that the steel frame-support structure embedded with the new double-yield-point prefabricated buckling-restrained braces with replaceable core shows a good seismic performance.
- double-stage prefabricated buckling-restrained braces,
- steel frame structure,
- time-history analysis,
- seismic performance

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References(24)

References

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