Time-dependent reliability assessment of existing concrete bridges including non-stationary vehicle load and resistance processes-Reference-Cited by-同舟云学术

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Time-dependent reliability assessment of existing concrete bridges including non-stationary vehicle load and resistance processes

Published:2019-10 Issue: Volume:197 Page:109426
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Yuan Yangguang,Han Wanshui,Li Guangling,Xie Qing,Guo Qi

Funder

Natural Science Foundation of China

Fundamental Research Foundation of the Central Universities

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference41 articles.

1. Modeling of degradation processes in concrete: Probabilistic lifetime and load-bearing capacity assessment of existing reinforced concrete bridges;Šomodíková;Eng Struct,2016

2. Time-variant flexural reliability of RC beams with externally bonded CFRP under combined fatigue-corrosion actions;Bigaud;Reliab Eng Syst Saf,2014

3. Time-dependent interaction between load rating and reliability of deteriorating bridges;Akgül;Eng Struct,2004

4. Development of an integrated method for probabilistic bridge-deterioration modeling;Bu;J Perform Constr Facil,2014

5. Remaining useful lifetime estimation and noisy gamma deterioration process;Le Son;Reliab Eng Syst Saf,2016

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