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Indexed by:期刊论文

Date of Publication:2022-06-29

Journal:哈尔滨工程大学学报

Affiliation of Author(s):建设工程学部

Volume:39

Issue:11

Page Number:1793-1797

ISSN No.:1006-7043

Abstract:Considering the lack of theoretical analyses of simple and crude support schemes for structures in seismic regions, in this study, the seismic collapse fragility of a simply supported frame structure is quantitatively analyzed, using the incremental dynamic analysis (IDA) and a simplified structural analysis. The test structure is a three-story two-bay small-column RC frame structure. The fragility and seismic collapse ability of the small-column-design structure before and after being supported are compared and analyzed, as well as the fragility and anti-seismic collapse ability of the regular design-frame structure. The results demonstrate that the simple external inclined support of timber components can greatly improve the anti-collapse capability of structures under seismic load, which is of significance to disaster prevention and mitigation. © 2018, Editorial Department of Journal of HEU. All right reserved.

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