Relibility Analysis of Hydrostructures Concrete Members

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Abstract:

The failure process of hydro structures concrete structure and time and space has stochastic relation. The durability failure mechanism, durability failure type and durability failure mode were presented in the paper which is different from caviling engineering. The relation of durability and resisting ability was studied. Based on credibility theory, service-life of hydro structure concrete member was predicted. and the mend measures to improve durability was put forward.

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11-14

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May 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] C.H. Park, A.S. Nowak, P.C. Das. Time-varying reliability model of steel girder bridges. Proc. Instru. Civ. Engrs Structs and Bldgs. (1998),pp.128-136.

Google Scholar

[2] Mori Y, Ellingwood R. Time-dependent system reliability analysis adaptive importance sampling, Structural safety, 12(1)(1993),pp.986-992.

DOI: 10.1016/0167-4730(93)90018-v

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[3] S. Morinaga. Prediction of service lives of reinforced concrete buildings based on the corrosion rate of reinforcing steel. Durability of Building Materials and Components, Proceedings of the Fifth International Conference,(1990),pp.846-953.

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