建筑结构

2012, v.42(S2) 270-273

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某特别不规则的框支剪力墙结构抗震性能设计
Performance-based seismic design of a particularly irregular frame-supported shear wall system

林超伟;王兴法;汪洋;方飞虎;
Lin Chaowei;Wang Xingfa;Wang Yang;Fang Feihu;Hong Kong Huayi Design Consultants(S. Z.) Ltd.;

摘要(Abstract):

某酒店结构为特别不规则的复杂框支剪力墙结构,采用性能化设计流程进行抗震设计,结果表明结构能满足拟定的性能目标,同时根据计算结果对薄弱部位采用相应的加强措施。最后分析"塔楼偏置"对酒店结构影响程度,结果表明其影响有限,故建议对"塔楼偏置"的影响应根据每个具体结构特点仔细分析。
A frame-supported shear wall system is adopted in the hotel structure,which is particularly irregular. Performance-based design process was used in seismic design. Results showed that the structure met the proposed performance goals,and corresponding measures were taken to strengthen obvious frail parts. Finally,the impact of "towers bias"on hotel structure was analyzed and the results showed that the impact was limited. So it is suggested that a detailed analysis should be carried out based on each specific structural features.

关键词(KeyWords): 框支剪力墙结构;性能化设计流程;塔楼偏置
frame-supported shear wall system;performance-based design process;towers bias

Abstract:

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作者(Author): 林超伟;王兴法;汪洋;方飞虎;
Lin Chaowei;Wang Xingfa;Wang Yang;Fang Feihu;Hong Kong Huayi Design Consultants(S. Z.) Ltd.;

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DOI: 10.19701/j.jzjg.2012.s2.057

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