Affiliation:
1. Harbin Engineering University
2. Dacheng Corporation of Heilongjing
Abstract
Mechanics models of RC(reinforced concrete) columns is established, after the limit state equation was formed, the failure modes of RC eccentric compression columns after high temperature is analyzed under considering various failure paths. Analysis results indicates that failure analysis is not safe under considering single failure mode, so comprehensive considering failure modes is more matching the true situation than only considering single factor when evaluate reliability of RC eccentric compression columns post-fire
Publisher
Trans Tech Publications, Ltd.
Reference10 articles.
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1 articles.
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