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嘉善某文化中心超限高层结构设计

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嘉善某文化中心高层建筑采用清水混凝土框架-剪力墙结构,存在剪力墙超长、平立面不规则等不规则因素,属于超限高层建筑.采用YJK对结构进行了多遇地震、设防地震作用下的等效弹性分析,采用ETABS进行了模型对比分析,采用SAUSAGE进行了罕遇地震下的动力弹塑性时程分析.分析结果表明,结构各向指标均满足预期设定的抗震性能目标,关键构件采取相应的抗震加强措施,以确保大震下的安全性能.
Structural Design of an Out-of-code High-rise Building of a Cultural Center in Jiashan
A culture center in Jiashan with fair-faced reinforced concrete frame-shear wall structure,has irregular factors such as extra long shear wall,irregular plane and facade,which belongs to an out-of-code high-rise building.The elastic design under frequent earthquake and the equivalent elastic analysis under medium earthquake are carried out by using YJK software.Meanwhile,the model comparatively analysis is carried out by using ETABS software.The elastic-plastic time history analysis under rare earthquakes is carried out by using SAU-SAGE software.The analysis results show that all the structure parameters meet the expected seismic performance targets,and corresponding seismic strengthening measures are taken for key components to ensure safety under rare earthquakes.

out-of-code high-rise structurefair-faced concreteelastic-plastic time history analysisperformance targets

蒋涛、王凯

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中交第三航务工程局有限公司 上海 200032

上海天华建筑设计有限公司 上海 200235

超限高层结构 清水混凝土 弹塑性时程分析 性能指标

2025

广东土木与建筑
广东省建筑科学研究院 广东省土木建筑学会

广东土木与建筑

影响因子:0.124
ISSN:1671-4563
年,卷(期):2025.32(1)