COMPARATIVE STUDY ON RELIABILITY OF SHEAR OF REINFORCED CONCRETE MEMBERS DESIGNED BASED ON THE CODES AT HOME AND ABROAD

Tian Lei; Gong Jinxin; Wei Weiwei

doi:10.13204/j.gyjz201008030

Volume 40 Issue 8

Dec. 2014

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Tian Lei, Gong Jinxin, Wei Weiwei. COMPARATIVE STUDY ON RELIABILITY OF SHEAR OF REINFORCED CONCRETE MEMBERS DESIGNED BASED ON THE CODES AT HOME AND ABROAD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 132-138,117. doi: 10.13204/j.gyjz201008030

Citation:

Tian Lei, Gong Jinxin, Wei Weiwei. COMPARATIVE STUDY ON RELIABILITY OF SHEAR OF REINFORCED CONCRETE MEMBERS DESIGNED BASED ON THE CODES AT HOME AND ABROAD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 132-138,117. doi: 10.13204/j.gyjz201008030

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COMPARATIVE STUDY ON RELIABILITY OF SHEAR OF REINFORCED CONCRETE MEMBERS DESIGNED BASED ON THE CODES AT HOME AND ABROAD

doi: 10.13204/j.gyjz201008030

1.
Faculty of Infrastructure Engineering,Dalian University of Technology,Dalian 116023,China

Received Date: 2009-10-26
Publish Date: 2010-08-20

Abstract

Abstract

Reliability analyses are made for shear capacity of RC members designed by GB 500102002, ACI 31808, EN 1992-1-1: 2004 and CSA A23.32004. In the analyses, load, material strength and geometrical parameter are described by probability model and statistical parameters provided by relevant study reports and literatures. Model uncertainty of calculation formulae of shear capacity is determined based on the experimental results of shear capacity of 415 reinforced concrete members without stirrups and 178 members with stirrups at home and abroad. It is concluded that reliability index of shear of reinforced concrete members without or with stirrups designed according to the code in China is larger than that in Canada, but smaller than that in America which is largest for members with stirrups and Europe which is largest for members without stirrups. Most members basically meet the requirements of target reliability index, except for reinforced concrete members without stirrups under point loads based on Chinese, American, European and Canadian code and members with stirrups based on Chinese code.
- reinforced concrete,
- shear capacity,
- reliability

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References(17)

References

[2] ACI 31808 Building Code Requirements for Reinforced Concrete [S]. Detroit: American Concrete Institute，2008.

GB 500102002 混凝土结构设计规范[S].

[3] EN 1992-1-1:2004. Design of Concrete Structures. General Rules and Rules for Buildings[S]. CEN，2004.

[4] CSA Committee A23. 3. Design of Concrete Structures (CSA A23.3-2004) [S]. Mississauga: Canadian Standards Association，2004.

[5] 贡金鑫，魏巍巍，赵尚传. 现代混凝土结构基本理论及应用[M]. 北京:中国建筑工业出版社，2009:191-212.

[6] GBJ 6884 建筑结构设计统一标准[S].

[7] Maria M S，Andrzej S N. Calibration of Design Code for Buildings (ACI 318) : Part 2 Reliability Analysis and Resistance factors [J]. ACI Structural Journal，2003(100) : 383-391.

[8] SAKO. Joint Committee of NKB and INSTA-B. Design Basis of Structures. Proposal for Modification of Partial Safety Factors in Eurocodes [R]. 1999.

[9] Bartlett F M，Hong H P，Zhou W. Load Factor Calibration for the Proposed 2005 Edition of the National Building Code for Canada:Statistics of Loads and Load Effects [J]. Canadian Journal of Civil Engineering，2003(30) : 429-439.

[10] 贡金鑫，魏巍巍，胡家顺. 中美欧混凝土结构设计[M]. 北京:中国建筑工业出版社，2007:76-84.

[11] Andrzej S N，Maria M S. Calibration of Design Code for Buildings (ACI 318 ) : Part 1Statistical Models for Resistance Factors.ACI Structural Journal，2003(100) :377-382.

[12] SAKO. Joint Committee of NKB and INSTA-B. Investigation by BRE (using reliability analysis) of the alternative Combination Rules Provided in EN 1990 [R]. 2002.

[13] Bartlett F M，Hong H P，Zhou W. Load Factor Calibration for the Proposed 2005 Edition of the National Building Code for Canada:Companion-action Load Combinations [J]. Canadian Journal of Civil Engineering，2003(30) : 440-448.

[14] Mirza S A，MacGregor J G. . Variability of Mechanical Properties of Reinforcing Bars [J]. Journal of the Structural Division，ASCE，1979(105) : 921-937.

[15] 中国建筑科学研究院. 钢筋混凝土构件试验数据集85年设计规范背景资料续编[M]. 北京:1985.

[16] GB 500682001 建筑结构可靠度设计统一标准[S].

[17] EN 1990∶ 2002. Basis of Structural Design[S]. CEN，2002.

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