STRUCTURAL DESIGN OF OFFICE BUILDING FOR YINZHOU BANK

Wu Xiaowei; Pan Qi; Yu Changhai; Lu Daqing

doi:10.13204/j.gyjz200506011

Volume 35 Issue 6

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(6): 39-40,44

Li Yongjing, Zhang Jing, Zhang Xu. THE VIBRATION CONTROL EFFECT ANALYSIS OF TORSION COUPLING RESPONSE OF ECCENTRIC STRUCTURES WITH THE VISCOUS DAMPERS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 68-72. doi: 10.13204/j.gyjz201305015

Citation:

Wu Xiaowei, Pan Qi, Yu Changhai, Lu Daqing. STRUCTURAL DESIGN OF OFFICE BUILDING FOR YINZHOU BANK[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 39-40,44. doi: 10.13204/j.gyjz200506011

Citation:

Wu Xiaowei, Pan Qi, Yu Changhai, Lu Daqing. STRUCTURAL DESIGN OF OFFICE BUILDING FOR YINZHOU BANK[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 39-40,44. doi: 10.13204/j.gyjz200506011

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STRUCTURAL DESIGN OF OFFICE BUILDING FOR YINZHOU BANK

doi: 10.13204/j.gyjz200506011

1.
1. Ningbo Electromechanical Industry Design &Research Institute Ningb o 315012;
2.
2. College of Architectural Engineering and Environment,Ningbo Univers ity Ningbo 315211;
3.
3. Andongzhen People's Goverment in Cixi City Ningbo 315327

Received Date: 2005-02-20
Publish Date: 2005-06-20

Abstract

Abstract

The office building for Yinzhou Bank is the building with one storey below the ground and 22 storeys of concrete frame-shear wall structure above the ground, whose total height is 8515m. It is introduced briefly that the structural lectotype, calculation analysis, foundation design, treatment of model and configuration of this project, which provides a reference for the design of similar structures.
- tall building,
- structural design,
- piled foundation,
- superstructure,
- calculation model,
- configuration

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References(4)

References

[2] GB 50007-2002 建筑地基基础设计规范

GB 50011-2001 建筑抗震设计规范

[3] JGJ 3-2002 高层建筑混凝土结构技术规程

[4] 陈国杰,付赣清.软土地基桩筏基础弹簧刚度的探讨.建筑结构,2003(6)

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