平安金融中心结构设计研究综述
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摘要
平安金融中心塔楼采用巨型空间斜撑框架-劲性钢筋混凝土核心筒-外伸臂结构体系,有效满足了该超高层结构的设计要求。通过合理地配置内筒、外框结构的刚度及其连接构件,形成多重抗侧力结构体系,充分发挥了结构构件的效用,保证了结构的安全性。对结构进行了深入细致的计算分析,并展开各项试验研究,以保证工程的安全性和合理性。
The main structureal system for Pingan Financial Centre is constitution of spatial mega diagonal braces,steel reinforced concrete core and outriggers,which efficiently satisfy super high-rise building design requirements.With the reasonable configuration of concrete core,structural frames stiffness and their connection components,the structural system has multi-resisting lateral forces ability.This system can make full use of the structural components efficacy to guarantee the safety of structure.The detailed analysis and experiments have been carried out to gain better structural performance.
The main structureal system for Pingan Financial Centre is constitution of spatial mega diagonal braces,steel reinforced concrete core and outriggers,which efficiently satisfy super high-rise building design requirements.With the reasonable configuration of concrete core,structural frames stiffness and their connection components,the structural system has multi-resisting lateral forces ability.This system can make full use of the structural components efficacy to guarantee the safety of structure.The detailed analysis and experiments have been carried out to gain better structural performance.
引文
[1]JGJ3—2002高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2002.
[2]Thornton Tomasetti,Inc.,中建国际设计顾问有限公司.平安国际金融中心结构工程超限高层专项审查送审报告[R].2011.
[3]GB50001—2001建筑抗震设计规范[S].2008年版.北京:中国建筑工业出版社,2008.
[4]广州数力工程顾问有限公司.深圳平安国际金融中心第三方罕遇地震弹塑性时程分析报告[R].2011.
[5]徐培福,傅学怡,王翠坤,等.复杂高层建筑结构设计[M].北京:中国建筑工业出版社,2005.
[2]Thornton Tomasetti,Inc.,中建国际设计顾问有限公司.平安国际金融中心结构工程超限高层专项审查送审报告[R].2011.
[3]GB50001—2001建筑抗震设计规范[S].2008年版.北京:中国建筑工业出版社,2008.
[4]广州数力工程顾问有限公司.深圳平安国际金融中心第三方罕遇地震弹塑性时程分析报告[R].2011.
[5]徐培福,傅学怡,王翠坤,等.复杂高层建筑结构设计[M].北京:中国建筑工业出版社,2005.
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