SEISMIC DESIGN OF AN APARTMENT BUILDING WITH BOTTOM WEAK STORY

Qin Cong-lv; Qian Lei; Gan Gang; Zhang Ai-hui

doi:10.13204/j.gyjz200610011

Volume 36 Issue 10

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(10): 36-38

Qin Cong-lv, Qian Lei, Gan Gang, Zhang Ai-hui. SEISMIC DESIGN OF AN APARTMENT BUILDING WITH BOTTOM WEAK STORY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 36-38. doi: 10.13204/j.gyjz200610011

Citation:

Qin Cong-lv, Qian Lei, Gan Gang, Zhang Ai-hui. SEISMIC DESIGN OF AN APARTMENT BUILDING WITH BOTTOM WEAK STORY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 36-38. doi: 10.13204/j.gyjz200610011

Qin Cong-lv, Qian Lei, Gan Gang, Zhang Ai-hui. SEISMIC DESIGN OF AN APARTMENT BUILDING WITH BOTTOM WEAK STORY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 36-38. doi: 10.13204/j.gyjz200610011

Citation:

Qin Cong-lv, Qian Lei, Gan Gang, Zhang Ai-hui. SEISMIC DESIGN OF AN APARTMENT BUILDING WITH BOTTOM WEAK STORY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 36-38. doi: 10.13204/j.gyjz200610011

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SEISMIC DESIGN OF AN APARTMENT BUILDING WITH BOTTOM WEAK STORY

doi: 10.13204/j.gyjz200610011

1.
1 Architectural Design and Research Institute of Zhejiang Univ Hangzhou 310027;
2.
2 Institute of Structure Engineering,Zhejiang Univ. Hangzhou 310027

Received Date: 2006-01-16
Publish Date: 2006-10-20

Abstract

Abstract

In order to insure the seismic performance of an apartment RC building with 61 6m_high bottom story in the area of seismic fortification intensity 7, the frame_wall plan was adopted, in which RC shear walls were arranged at the ends of the building and bottom story. The seismic performance of the building was evaluated based on the static analysis under frequent earthquake, and the nonlinear time history analysis under rare earthquake was conducted. As a result, the lateral stiffness of the bottom story and the integral torsional stiffness of the building are increased, and the seismic performance of the building is improved due to arranging the shear walls, which meets the three_level criterion of the Seismic Code.
- bottom weak story,
- frame_wall structure,
- seismic performance,
- nonlinear time history analysis

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References(3)

References

GB 50011-2001 建筑抗震设计规范

JGJ 3-2002 高层建筑混凝土结构技术规程

李康宁, 洪亮, 叶献国. 结构三维弹塑性分析方法及其在建筑物震害研究中的应用. 建筑结构, 2001, 31(3): 53-61

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