RELIABILITY ASSESSMENT FOR CONCRETE CONTINUOUS SLAB OF EXISTING INDUSTRIAL MILL BUILDING

Xia Mingjin; Huo Da

doi:10.13204/j.gyjz200504014

Volume 35 Issue 4

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(4): 48-49,78

Zhang Wenxue, Ma Junhai, Chen Wei. STM DESIGN THEORY FOR CONCRETE STRUCTURE DISTURBED FIELD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 51-53. doi: 10.13204/j.gyjz200706013

Citation:

Xia Mingjin, Huo Da. RELIABILITY ASSESSMENT FOR CONCRETE CONTINUOUS SLAB OF EXISTING INDUSTRIAL MILL BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 48-49,78. doi: 10.13204/j.gyjz200504014

Zhang Wenxue, Ma Junhai, Chen Wei. STM DESIGN THEORY FOR CONCRETE STRUCTURE DISTURBED FIELD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 51-53. doi: 10.13204/j.gyjz200706013

Citation:

Xia Mingjin, Huo Da. RELIABILITY ASSESSMENT FOR CONCRETE CONTINUOUS SLAB OF EXISTING INDUSTRIAL MILL BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 48-49,78. doi: 10.13204/j.gyjz200504014

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RELIABILITY ASSESSMENT FOR CONCRETE CONTINUOUS SLAB OF EXISTING INDUSTRIAL MILL BUILDING

doi: 10.13204/j.gyjz200504014

Xia Mingjin,
Huo Da

1.
College of Civil and Architecture Engineering,Beij ing University of T echnology Beij ing 100022

Received Date: 2004-11-02
Publish Date: 2005-04-20

Abstract

Abstract

Being used for many years, the existing concrete continuous slab differs from functional design in performance?and load- appearance.This paper presents the series analytic model to calculate structural failure probability.It is that the?whole structural system should fail only if one of the structural members fails.The failure probability of the continuous slab?is the sum of the product of load- appearance probability and the failure probability under the action of the corresponding?load.Therefore, we can assess the safety of the structure and provide a theoretical basis for maintenance of existing?industrial mill building .
- concrete structure,
- failure probability,
- failure mechanism,
- reliability index

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References(5)

References

[2] Chueng M S, Kyle B R. Service Life Prediction of Concrete Structures byReliability. Construction and Building Materials, 1996, (1):45~55;

张俊芝.验证荷载对服役结构抗力的影响分析.南昌大学学报, 2001(2):187~191;

[3] 张爱林, 赵国藩, 王光远.多种情况下的工程结构可靠度.大连理工大学学报, 1996(6):771~775;

[4] Frangopol D M, Lee Y- H, Willam K J. Nonlinear Finite ElementReliability A nalysis of Concrete. Journal of Engineering Mechanics, 1996, 122(12):.174~.182;

[5] 李惠强.建筑结构诊断鉴定与加固维修.武汉:华中科技大学出版社, 2002

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通讯作者: 陈斌, bchen63@163.com

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沈阳化工大学材料科学与工程学院沈阳 110142

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