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Volume 51 Issue 3
Jul.  2021
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2021  >  51(3): 85-90
WANG Bo, XU Qiang, TIAN Qinhu, HAN Xie, WANG Zhihai. ANALYSIS ON COLLAPSE VULNERABILITY OF BRB STEEL FRAMES BASED ON COMPONENT DAMAGE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 85-90. doi: 10.13204/j.gyjzG20071204
Citation: WANG Bo, XU Qiang, TIAN Qinhu, HAN Xie, WANG Zhihai. ANALYSIS ON COLLAPSE VULNERABILITY OF BRB STEEL FRAMES BASED ON COMPONENT DAMAGE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 85-90. doi: 10.13204/j.gyjzG20071204
shu

ANALYSIS ON COLLAPSE VULNERABILITY OF BRB STEEL FRAMES BASED ON COMPONENT DAMAGE

doi: 10.13204/j.gyjzG20071204

  • 1. Geological Engineering and Surveying Engineering College, Chang'an University, Xi'an 710054, China;

  • 2. Earthquake Administration of Shaanxi Province, Xi'an 710068, China;

  • 3. China Railway First Survey and Design Institute Group Co., Ltd., Xi'an 710043, China;

  • 4. Chengdu Benchmark Fangzhong Architectural Design Co., Ltd., Chengdu 610067, China

  • Received Date: 2020-10-20
    Available Online: 2021-07-17
    Abstract
  • The contribution of structural members in structural seismic resistance is different. Traditional structural seismic indicators of vulnerability evaluation cannot reflect that characteristics, nor can it accurately and reasonably evaluate the collapse resistance of structures under earthquake action. Under the action of an earthquake, each member of buckling-restrained braces (BRB) steel frames participates in earthquake resistance in different ways. Buckling-restrained braces dissipate seismic energy through axial deformation, beam ends dissipate seismic energy through bending deformation, and frame columns ensure that structures do not collapse through appropriate deformation. The evaluation index and method of vulnerability analysis based on structure member damage for the overall structure of buckling-restrained braced steel frame were proposed. The structural limit state was defined, and the results for seismic vulnerability analysis of buckling-restrained braced steel frame based on different evaluation indicators were compared. The results showed that although buckling-restrained braced steel frames had improved energy-dissipating capacity of structures due to superior deformation capacity of buckling-restrained braces, damaged still occured at beam ends.
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