Time-Variant Reliability Analysis of Reinforced Concrete Structure Based on Method of Moments

DOI

10.2991/i3csee-16.2016.12How to use a DOI?

Keywords

time-variant reliability; method of moments; random process

Abstract

For the influence of corrosive environment, the reliability index of reinforced concrete structure will decrease in design reference period. A method of time-variant reliability is proposed based on method of moments. The resistance and load effect are described as random process. The random process is transformed into random variable by the method of equivalent resistance method. The time-variant reliability is carried on in design reference period accurately with consideration of characteristic of random variables which can provide supports for the management departments to take appropriate measures to reduce economic loss in the engineering circles.

Copyright

© 2016, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Tao Fu
AU  - Liqun Yuan
AU  - Chaobiao Gao
PY  - 2016/04
DA  - 2016/04
TI  - Time-Variant Reliability Analysis of Reinforced Concrete Structure Based on Method of Moments
BT  - Proceedings of the 2016 International Conference on Civil, Structure and Environmental Engineering
PB  - Atlantis Press
SP  - 60
EP  - 63
SN  - 2352-5401
UR  - https://doi.org/10.2991/i3csee-16.2016.12
DO  - 10.2991/i3csee-16.2016.12
ID  - Fu2016/04
ER  -