建筑与文化(学术版)2013,Issue(6) :510-511.

大底盘不对称双塔结构自身特性对地震反应的影响

Effects of Seismic Response of Twin-Tower High-Rise Building with Enlarged Base

郭苗苗 刘志国
建筑与文化(学术版)2013,Issue(6) :510-511.

大底盘不对称双塔结构自身特性对地震反应的影响

Effects of Seismic Response of Twin-Tower High-Rise Building with Enlarged Base

郭苗苗 1刘志国1
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作者信息

  • 1. 西安建筑科技大学,西安,710055
  • 折叠

摘要

大底盘双塔结构是多塔结构当中较为典型的一种结构形式,被广泛的应用于高层建筑结构中,其抗震设计方法与传统的结构体系有较大的不同。结合具体的工程实例,分析大底盘不对称双塔结构自身结构布置影响因素中底盘高度及底盘刚度对地震反应的影响。

Abstract

Twin-tower high-rise building with enlarged base is more high-rise tower structure is typical of a structure, is widely used in high-rise building structure, the seismic design method is quite different from the traditional structure.Combined with a practical engineering example, analyzing the influence to enlarged base height and stiffness of arrangement of the influence factors of asymmetric twin-tower building with enlarged base.

关键词

大底盘/双塔结构/地震反应/高度/刚度

Key words

enlarged base/twin-tower structure/seismic response/height/stiffness

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出版年

2013
建筑与文化(学术版)
世纪图书出版公司

建筑与文化(学术版)

ISSN:1672-4909
参考文献量4
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