THE SUMMARY OF THE DEVELOPMENT AND APPRAISAL OF RELIABILITY OF BUILDING STRUCTURES

Xue Ping; Zhang Jianjun; Lu Lu

doi:10.13204/j.gyjz200909024

Volume 39 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(9): 110-113

Xue Ping, Zhang Jianjun, Lu Lu. THE SUMMARY OF THE DEVELOPMENT AND APPRAISAL OF RELIABILITY OF BUILDING STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 110-113. doi: 10.13204/j.gyjz200909024

Citation:

Xue Ping, Zhang Jianjun, Lu Lu. THE SUMMARY OF THE DEVELOPMENT AND APPRAISAL OF RELIABILITY OF BUILDING STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 110-113. doi: 10.13204/j.gyjz200909024

Xue Ping, Zhang Jianjun, Lu Lu. THE SUMMARY OF THE DEVELOPMENT AND APPRAISAL OF RELIABILITY OF BUILDING STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 110-113. doi: 10.13204/j.gyjz200909024

Citation:

Xue Ping, Zhang Jianjun, Lu Lu. THE SUMMARY OF THE DEVELOPMENT AND APPRAISAL OF RELIABILITY OF BUILDING STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 110-113. doi: 10.13204/j.gyjz200909024

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THE SUMMARY OF THE DEVELOPMENT AND APPRAISAL OF RELIABILITY OF BUILDING STRUCTURES

doi: 10.13204/j.gyjz200909024

1.
1. School of Civil Engineering,Xi’an Railway Vocational and Technical Institute,Xi’an 710600,China;
2.
2. Xi’an 5th Construction Engineering Company,Xi’an 710048,China;
3.
3. China Jingye Engineering Corporation Limited,Beijing 100088,China

Received Date: 2009-05-05
Publish Date: 2009-09-20

Abstract

Abstract

The development of structural reliability theory was summarized and analyzed.It was described in detail the various stages of development and the advantages and disadvantages of the development process;and the methods and countermeasures of ensuring structural reliability were presented,which can provide a development way to enhance the level of research on the structural reliability.
- reliability,
- probability,
- development and countermeasure

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References(17)

References

赵国藩,金伟良,贡金鑫.结构可靠度理论[M].北京:中国建筑工业出版社,2000.

[2] Hasfofer A M,Lind N C.Exact and Invariant Second-Moment CodeFormat[J].Journal of the Engineering Mechanics,1974,100(1):111-121.

[3] Manolis Papadrakak is,Vissarion Papadopoulos Robust and EfficientMethods for Stochastic Finite Element Analysis Using Monte Carlosimulation[J].Appl.Mech.Engrg.1996(134):325-340.

[4] Bucher C G,Bourgund U.A Fast and Efficient Response SurfaceApproach for Structural Reliability Problems[J].Structural Safety,1990,7(1):57-66.

[5] Faravelli L.Response Surface Approach for Reliability Analysis[J].Journal of Engineering Mechanics,1989(115):2763-2781.

[6] 吕震宙,冯蕴文.结构可靠性问题研究的若干进展[J].力学进展,2000,30(1):21-28.

[7] 姚继涛,马永欣,董振平,等.建筑物可靠性鉴定和加固[M].北京:科学出版社,2003.

[8] Cornell C A.Engineering Seismic Risk Analysis[J].BSSA,1968,158(5):1583-1606.

[9] Crandall S H.First-Crosa Probilities of the Linear Oscillator[J].Journal of Sound and Vibrations,1970,12(3):185-299.

[10] Atwo-State Poisson Model for Seismic Hazard Estimation[J].BSSA,1984,74:1463-1468.

[11] Rudiger Rackwitz.Reliability Analysis-Past,Prsent and Future[C]//8thASCE Specialty Conference on Probabilistics Mechanice andStructural Sesimisc Reliability,2001:34-78.

[12] Prenninger P H W.Reliability of Tall Building under Wind Excitation:Con Sidering Couped Modes and Soil-Structure Interaction[J].Journalof Probabilistic Engineering Mechanics,1989,4(1):10-18.

[13] Armen Der Kiureghian.Response of Uncertain Systems to StochasticExcitation[J].Journal of Engineering Mechanics,1988,114(5):812-832.

[14] Rosenblatt M.Remarks on a Multivariate Transformation[J].Ann.Math.Stat,1952,23:470-472.

[15] 常宝琪.地震作用与风荷载的组合问题[J].华南地震,1997.

[16] 同济大学土木工程防灾国家重点实验室.上海金茂大厦模型测压风洞试验及风震响应分析[R].1988.

[17] 赵雷.考虑随机参数的钢筋混凝土结构非线性地震可靠度分析[J].建筑结构学报,1999,20(3):23-24.

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