摘要
根据联肢墙的受力特点,对剪力墙墙肢和连梁刚度关系进行分析,寻找规律,确定剪力墙墙肢与连梁的合理刚度比,并针对剪力墙小墙肢抗剪不足的问题,提出设计建议。
According to the stress characteristic of the branch shearwall,the rigidity relations between the branches of shearwall and the linked beam is analyzed,in order to seek for the rule,thus determined the reasonable rigidity proportion between the branches of shearwall and the linked beam.Aims at settle the question of the small branches of shearwall insufficient resistance,we proposes the design proposal.
引文
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