Probabilistic characteristics of ultimate drift ratio of R.C. column and its application in reliability analysis of controlled structures

B. Wu; A.X. Guo; Siu Shu Eddie Lam

doi:10.13197/j.eeev.2001.03.007

Probabilistic characteristics of ultimate drift ratio of R.C. column and its application in reliability analysis of controlled structures

B. Wu, A.X. Guo, Siu Shu Eddie Lam

Research output: Journal article publication › Journal article › Academic research › peer-review

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.

Original language	Chinese (Simplified)
Pages (from-to)	36-40
Number of pages	5
Journal	地震工程與工程振動 (Earthquake engineering and engineering vibration)
Volume	21
Issue number	3
DOIs	https://doi.org/10.13197/j.eeev.2001.03.007
Publication status	Published - 2001

Keywords

Ultimate drift ratio
Probabilistic characteristic
Structural control
Reliability

More information

10.13197/j.eeev.2001.03.007

http://hdl.handle.net/10397/62617

Cite this

@article{09d09cd57b394203bbbf2a75df065816,

title = "Probabilistic characteristics of ultimate drift ratio of R.C. column and its application in reliability analysis of controlled structures",

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, Reliability",

author = "B. Wu and A.X. Guo and Lam, {Siu Shu Eddie}",

year = "2001",

doi = "10.13197/j.eeev.2001.03.007",

language = "Chinese (Simplified)",

volume = "21",

pages = "36--40",

journal = "地震工程與工程振動 (Earthquake engineering and engineering vibration)",

issn = "1000-1301",

number = "3",

}

Probabilistic characteristics of ultimate drift ratio of R.C. column and its application in reliability analysis of controlled structures. / Wu, B.; Guo, A.X.; Lam, Siu Shu Eddie.
In: 地震工程與工程振動 (Earthquake engineering and engineering vibration), Vol. 21, No. 3, 2001, p. 36-40.

Research output: Journal article publication › Journal article › Academic research › peer-review

TY - JOUR

T1 - Probabilistic characteristics of ultimate drift ratio of R.C. column and its application in reliability analysis of controlled structures

AU - Wu, B.

AU - Guo, A.X.

AU - Lam, Siu Shu Eddie

PY - 2001

Y1 - 2001

N2 - 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.

AB - 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.

KW - Ultimate drift ratio

KW - Probabilistic characteristic

KW - Structural control

KW - Reliability

U2 - 10.13197/j.eeev.2001.03.007

DO - 10.13197/j.eeev.2001.03.007

M3 - Journal article

SN - 1000-1301

VL - 21

SP - 36

EP - 40

JO - 地震工程與工程振動 (Earthquake engineering and engineering vibration)

JF - 地震工程與工程振動 (Earthquake engineering and engineering vibration)

IS - 3

ER -