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Zhang Hongping Zhang Lili Xia Zhengbing

Abstract

Durability deterioration of structure is a highly random process. The maintenance of degenerated structure involves the calculation of the reliability of time-dependent structure. This study introduced reinforced concrete structure resistance decrease model and related statistical parameters of uncertainty, analyzed resistance decrease rules of corroded bending element of reinforced concrete structure, and finally calculated timedependent reliability of the corroded bending element of reinforced concrete structure, aiming to provide a specific theoretical basis for the application of time-dependent reliability theory.

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    How to Cite

    Hongping, Z., Lili, Z. and Zhengbing, X. (2016) “Analysis of time-dependent reliability of degenerated reinforced concrete structure”, Frattura ed Integrità Strutturale, 10(37), pp. 352–359. doi: 10.3221/IGF-ESIS.37.46.