EXPERIMENTAL STUDY ON ASEISMIC PERFORMANCE OF RC COLUMN UNDER DIFFERENT LOADING SYSTEMS

Yang Xiaoming; Feng Dingguo; Yang Rui

doi:10.13204/j.gyjz200509012

Volume 35 Issue 9

Dec. 2014

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Yang Xiaoming, Feng Dingguo, Yang Rui. EXPERIMENTAL STUDY ON ASEISMIC PERFORMANCE OF RC COLUMN UNDER DIFFERENT LOADING SYSTEMS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 42-45. doi: 10.13204/j.gyjz200509012

Citation:

Yang Xiaoming, Feng Dingguo, Yang Rui. EXPERIMENTAL STUDY ON ASEISMIC PERFORMANCE OF RC COLUMN UNDER DIFFERENT LOADING SYSTEMS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 42-45. doi: 10.13204/j.gyjz200509012

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EXPERIMENTAL STUDY ON ASEISMIC PERFORMANCE OF RC COLUMN UNDER DIFFERENT LOADING SYSTEMS

doi: 10.13204/j.gyjz200509012

1.
1. Xi'an University of Architecture and Technology Xi'an 710055;
2.
2. Qingdao Chengxin Shengbo Architectural Design Co.,Ltd Qingdao 266071

Received Date: 2005-03-20
Publish Date: 2005-09-20

Abstract

Abstract

The performances, such as energy dissipation, strength and stiffness etc of a reinforced concrete column have been studied by six kinds of loading systems. The test study proves that the different loading systems have a great influence on the aseismic performance of the reinforced concrete column.
- loading system,
- reinforced concrete column,
- delayed energy,
- consuption aseismic performance

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References(5)

References

Scribner C F,Hwang Tze-How.加荷过程的变化对钢筋混凝土受弯构件循环反应的影响.江近仁译,熊建国校.国外地震工程,1982(5～6);

[2] Ohno T,Nishioka T.钢筋混凝土柱的能量吸收能力的实验研究.池家祥译.西北建筑工程学院译丛(第三辑),1985;

[3] 陈永祁,龚思礼.结构在地震动时延性与累积塑性耗能的双重破坏准则.建筑结构学报,1986(6);

[4] 王传志,腾志明.钢筋混凝土理论.北京:中国建筑工业出版社,1985;

[5] 邱法维,钱稼茹,陈志鹏.结构抗震实验方法.北京:科学出版社,2000

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