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金域擎天超限高层建筑结构设计
引用本文:张欣欣. 金域擎天超限高层建筑结构设计[J]. 广东土木与建筑, 2013, 0(1): 3-7
作者姓名:张欣欣
作者单位:珠海市建筑设计院
摘    要:金域擎天项目是由2栋塔楼及裙房组成的超限高层建筑,为多塔、高位悬挑、部分框支-剪力墙结构。采用基于性能的抗震设计方法,包括小震弹性计算、关键构件的中震及大震的不屈服验算、以及大震静力弹塑性分析,提出相应的超限设计措施,使结构能实现预定的性能目标。

关 键 词:超限高层  性能设计  静力弹塑性分析

Structural Design of Ultra-limit High-rise Building of JinYu Garden
Zhang Xinxin. Structural Design of Ultra-limit High-rise Building of JinYu Garden[J]. Guangdong Architecture Civil Engineering, 2013, 0(1): 3-7
Authors:Zhang Xinxin
Affiliation:Zhang Xinxin(Zhuhai Architectural Design Institute Zhuhai 519000,China)
Abstract:JinYu Garden is a ultra-limit high-rise building which is composed by 2 towers with a podium,it is a partial frame-supported shear wall structure with muti-tower and high-cantilever.Performance based seismic design is proposed,including elastic analysis under frequent earthquake,un-yielding check of pivotal components under medium earthquake and rare earthquake,static analysis under rare earthquake.Series of relevant are suggested to make sure the performance object can be well realized.
Keywords:ultra-limit high-rise building  performance design  static analysis
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