INFLUENCE OF DIFFERENT CONNECTING METHODS ON THE SEISMIC DISSIPATION OF TWO-TOWER-CONNECTED HIGH-RISE BUILDING WITH ENLARGED BASE

Yang Youfa; Liu Yongling; Ling Ling; Zhang Jiangli

doi:10.13204/j.gyjz201302006

Volume 43 Issue 2

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(2): 29-33,44

Huang Wei Zhang Min Yang Zengke Hou Lina, . STUDY ON THE MULTIPLE SEISMIC LINE OF MIDDLE-HIGH ECOLOGICAL COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 90-95. doi: 10.13204/j.gyjz201510017

Citation:

Yang Youfa, Liu Yongling, Ling Ling, Zhang Jiangli. INFLUENCE OF DIFFERENT CONNECTING METHODS ON THE SEISMIC DISSIPATION OF TWO-TOWER-CONNECTED HIGH-RISE BUILDING WITH ENLARGED BASE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 29-33,44. doi: 10.13204/j.gyjz201302006

Huang Wei Zhang Min Yang Zengke Hou Lina, . STUDY ON THE MULTIPLE SEISMIC LINE OF MIDDLE-HIGH ECOLOGICAL COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 90-95. doi: 10.13204/j.gyjz201510017

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INFLUENCE OF DIFFERENT CONNECTING METHODS ON THE SEISMIC DISSIPATION OF TWO-TOWER-CONNECTED HIGH-RISE BUILDING WITH ENLARGED BASE

doi: 10.13204/j.gyjz201302006

1.
1. Key Lab of Education Ministry for Construction and New Technology of Mountain Cities,Chongqing University,Chongqing 400045,China;
2.
2. College of Civil Engineering,Chongqing University,Chongqing 400045,China

Received Date: 2012-05-17
Publish Date: 2013-02-20

Abstract

Abstract

Two-tower-connected high-rise building with enlarged base is a kind of complex structure system,seismic energy dissipation technology is introduced to control the structure's response.Based on 3-D finite element analysis by SAP2000,two models of biaxial axial symmetric and single axial symmetric two-tower-connected high-rise buildings with enlarged base were constructed respectively.Seismic response analysis of biaxial axial symmetric and single axial symmetric two-tower-connected high-rise buildings with enlarged base and corresponding seismic mitigation structures were proceeded by vibration model response spectrum method,the influence of different connecting methods on the structure in seismic resistance was investigated.

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References(6)

References

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[3] 杨学林,益德清.多塔楼高层结构振动特性与抗震计算[J].工程力学,2001,18(2):76-81.

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[5] 朱宏平,陈晓强,张世顺.大底盘非对称双塔高层建筑动力响应分析[J].华中科技大学学报:自然科学版,2006,34(7):104-107.

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