RESEARCH ON DISPLACEMENT-BASED SEISMIC DESIGN METHOD OF REINFORCED CONCRETE FRAME-SHEAR WALL STRUCTURES

Yang Qiwei; Liang Xingwen; Jiang Jian

doi:10.13204/j.gyjz200702001

Volume 37 Issue 2

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(2): 1-5

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Yang Qiwei, Liang Xingwen, Jiang Jian. RESEARCH ON DISPLACEMENT-BASED SEISMIC DESIGN METHOD OF REINFORCED CONCRETE FRAME-SHEAR WALL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 1-5. doi: 10.13204/j.gyjz200702001

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RESEARCH ON DISPLACEMENT-BASED SEISMIC DESIGN METHOD OF REINFORCED CONCRETE FRAME-SHEAR WALL STRUCTURES

doi: 10.13204/j.gyjz200702001

1.
1 North University of Technology Beijing 100041;
2.
2 Xi'an University of Architecture and Technology Xi'an 710055;
3.
3 Tongji University Shanghai 200092

Received Date: 2006-03-27
Publish Date: 2007-02-20

Abstract

Abstract

According to the characteristic of reinforced concrete frame-shear wall structure,the seismic performance level is divided into three levels: serviceability, life-safety, and collapse prevention. The three levels are qualified with storey drift ratios. Applying the inverted triangular distribution of lateral force to the cantilever column of constant section, and the displaced shape of the column is regarded as the initial mode of lateral displacement. For serviceability, the displaced shape, which storey drift ratio of the floor level at point of contraflexure on the initial mode of lateral displacement is equal to limit of the storey drift ratio, may be seen as target displacement mode. Based on the target displacement mode of frame-shear wall structure in the serviceability performance level, the equivalent parameter can be obtained. Thus, the base shear V_b and horizontal earthquake force F_i at each floor of the building can be determined. Finally, the designed structure is analyzed with nonlinear static analysis method and the design is adjusted by the pushover analysis result until it is satisfied.
- frame -shear wall structure,
- displacemen- t based seismic design,
- performance level,
- equivalent parameter

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References(10)

References

Vision 2000 Committee. Performance-Based Engineering of Building.Committee of the Structure Engineer Association of California[M].Oakland,Calf:Wiley Inc,1995.

Priestley M J N. Performance-Based Seismic Design[A].Auckland,New Zealand,2000.2831.

罗文斌,钱稼茹. 钢筋混凝土框架结构基于位移的抗震设计[J].土木工程学报,2003,(05):22-29.

梁兴文,黄雅捷,杨其伟. 钢筋混凝土框架结构基于位移的抗震设计方法研究[J].土木工程学报,2005,(09):53-60.

Liang Xingwen,Deng Mingke,Li Bo. Displacement-Based Seismic Design of Shear Wall Structure in Tall Buildings[A].香港,2005.159-164.

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梁兴文,史庆轩,童岳生. 钢筋混凝土结构设计[M].北京:科学技术文献出版社,1999.312-316.

Miranda E,Garcia J G. Evaluation of Approximate Methods to Estimate Maximum Inelastic Displacement Demands[J].Earthquake Engineering Structural Dynamics,2002.539-560.

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沈阳化工大学材料科学与工程学院沈阳 110142

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