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Title: Probabilistic characteristics of ultimate drift ratio of R.C. column and its application in reliability analysis of controlled structures
Other Title: 钢筋混凝土柱极限变形角的概率特性及其在有控结构大震可靠度分析中的应用
Authors: Wu, B
Guo, AX
Lam, SSE 
Issue Date: 2001
Source: 地震工程與工程振動 (Earthquake engineering and engineering vibration), Sept. 2001, v. 21, no. 3, p. 36-40
Abstract: 通过对国外大量试验数据的整理和分析,统计给出了钢筋混凝土柱极限变形角的概率特性;在假设结 构层间极限变形角近似等于柱子极限变形角的基础上,结合文献[1]的研究结果,初步建立了被动耗能减振结 构大震可靠度的分析方法。
On the basis of test results of foreign researchers, probabilistic characteristics of ultimate drift ratio of R.C. column is given. Under the condition that ultimate drift ratio of story is approximately equal to that of column, and using the conclusions of Ref.[1], reliability analysis method of structures with passive energy dissipation devices for severe earthquake is proposed.
Keywords: Ultimate drift ratio
Probabilistic characteristic
Structural control
Publisher: 中国学术期刊(光盘版)电子杂志社
Journal: 地震工程與工程振動 (Earthquake engineering and engineering vibration) 
ISSN: 1000-1301
DOI: 10.13197/j.eeev.2001.03.007
Rights: © 2001 中国学术期刊电子杂志出版社。本内容的使用仅限于教育、科研之目的。
© 2001 China Academic Journal Electronic Publishing House. It is to be used strictly for educational and research purposes.
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