ASEISMIC RELIABILITY ANALYSIS OF EXISTING REINFORCED CONCRETE FRAME STRUCTURES

Ren Xiaosong; Xu Qi

doi:10.13204/j.gyjz200705008

Volume 37 Issue 5

Dec. 2014

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Ren Xiaosong, Xu Qi. ASEISMIC RELIABILITY ANALYSIS OF EXISTING REINFORCED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 30-33. doi: 10.13204/j.gyjz200705008

Citation:

Ren Xiaosong, Xu Qi. ASEISMIC RELIABILITY ANALYSIS OF EXISTING REINFORCED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 30-33. doi: 10.13204/j.gyjz200705008

Ren Xiaosong, Xu Qi. ASEISMIC RELIABILITY ANALYSIS OF EXISTING REINFORCED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 30-33. doi: 10.13204/j.gyjz200705008

Citation:

Ren Xiaosong, Xu Qi. ASEISMIC RELIABILITY ANALYSIS OF EXISTING REINFORCED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 30-33. doi: 10.13204/j.gyjz200705008

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ASEISMIC RELIABILITY ANALYSIS OF EXISTING REINFORCED CONCRETE FRAME STRUCTURES

doi: 10.13204/j.gyjz200705008

Ren Xiaosong,
Xu Qi

1.
Institute of Structural Engineering and Disaster Reduction,Tongji University Shanghai 200092

Received Date: 2007-01-04
Publish Date: 2007-05-20

Abstract

Abstract

A practical method for analyzing the reliability of existing structural systems is put forward. The minimum value of the storey reliability is suggested to be the structural reliability. The storey reliability is constifuled of the one of each member by weight function, which is combined by the ratio of load vs. resistance and other modified coefficent. The aseismic benefit function of existing reinforced concrete frame structure is established based on the shear-resisting capacity of columns according to the previous earthquake damage. T he influence factors of carbonization of concrete and structural load are analyzed. A practical case of reinforced concrete structure is given herein, the aseismic reliability of the orig inal structure and those of the structure strengthened by three different methods are calculated respectively.
- ex isting structure,
- reinforced concrete frame,
- aseismic reliability,
- weight function,
- carbonization

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References(20)

References

赵国藩, 金伟良, 贡金鑫. 结构可靠度理论. 北京: 中国建筑工业出版社, 2000: 65-77, 132-134

洪华生, 邓汉忠. 工程规划与设计中的概率概念 (第 II 卷 ). 北京: 冶金工业出版社, 1991: 573-585, 623-624

许奇. 现有钢筋混凝土框架结构的抗震可靠度分析: [ 硕士学位论文]. 上海: 同济大学, 2005: 22-25

GB 50292-1999 民用建筑可靠性鉴定标准

GBJ 144-90 工业厂房可靠性鉴定标准

JGJ 125-99 危险房屋鉴定标准

GB 50010-2002 混凝土结构设计规范

牛荻涛, 王庆霖. 一般大气环境下混凝土强度经时变化模型. 工业建筑, 1995, 25(6): 36-38

屈文俊, 张誉. 既有混凝土结构的碳化预测. 建筑结构, 1999,29(4): 31-34

GB 50009-2001 建筑结构荷载规范

李国强, 黄宏伟, 郑步全. 工程结构荷载与可靠度设计原理. 第二版. 北京: 中国建筑工业出版社, 2001: 115-124

姚继涛, 浦聿修. 现有结构的荷载概率模型及其统计推断. 西安建筑科技大学学报, 1998, 30(2): 103-106

DGPTJ08-804-2005, J10616-2005 既有建筑物结构检测与评定标准

卢著辉. 粘滞流体阻尼器在工程加固中的应用: [ 硕士学位论文]. 上海: 同济大学, 2002: 41-52

GB 50023-95 建筑抗震鉴定标准

DGJ 08-81-2000 现有建筑抗震鉴定与加固规程

沈在康. 混凝土结构设计新规范应用讲评. 北京: 中国建筑工业出版社, 1993: 22-32

GB 50068-2001 建筑结构可靠度设计统一标准

GB 50011-2001 建筑抗震设计规范

DBJ 08-9-2003 建筑抗震设计规程

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