| 深圳招商城市主场工程结构设计与研究 |
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| 引用本文： | 黄用军,方卫兵,戴非,杨先桥,尧国皇.深圳招商城市主场工程结构设计与研究[J].建筑结构学报,2009,30(Z1):49-53. |
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| 作者姓名： | 黄用军 方卫兵 戴非 杨先桥 尧国皇 |
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| 作者单位： | 中建国际(深圳)设计顾问有限公司; |
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| 摘 要： | 招商城市主场工程位于深圳市福田区,地面以上主楼33层,地面以下2层,建筑总高度为99.7m。结构平面和竖向均不规则,属超限结构。采用ETABS和SATWE对结构进行了整体分析,两者的计算结果吻合较好,且满足规范的相关要求,并采用有限元软件ABAQUS对受力关键的型钢混凝土柱进行了有限元分析,分析结果表明,型钢混凝土柱中型钢和混凝土的应力均在规范限值以内。介绍了对结构荷载取值和地震作用取值、自振特性、风荷载和地震作用下的计算结果等内容,并介绍了针对工程的具体特点采取的抗震措施。计算和分析结果表明,结构设计解决了超限问题,结构设计安全可靠,可为相关工程提供参考。
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| 关 键 词： | 基础设计 结构设计 结构体系选型 抗震措施 有限元 |
Design and research on the structure of Zhaoshang City Plaza in Shenzhen |
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| HUANG Yongjun,FANG Weibing,DAI Fei,YANG Xianqiao,YAO Guohuang Design International,Shenzhen,China.Design and research on the structure of Zhaoshang City Plaza in Shenzhen[J].Journal of Building Structures,2009,30(Z1):49-53. |
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| Authors: | HUANG Yongjun FANG Weibing DAI Fei YANG Xianqiao YAO Guohuang Design International Shenzhen China |
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| Affiliation: | HUANG Yongjun,FANG Weibing,DAI Fei,YANG Xianqiao,YAO Guohuang(China Construction(Shenzhen) Design International,Shenzhen,China) |
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| Abstract: | The Zhaoshang City Plaza is 99.7m high,and it has 33 floors over ground and 2 floors under ground.The irregular structural plane and discontiguous vertical resisting system are beyond the limitation of code.The overall structural behavior was obtained by ETABS and SATWE,and both results agree well with each other.The stress developed in encased steel concrete column was calculated by ABAQUS,and confirming the stress requirement was satisfied.Some design issues were introduced,including wind load,earthquake ... |
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| Keywords: | structure design base design choice of structural system FEM aseismatic measure |
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