Proceedings of the 2015 International Conference on Management, Education, Information and Control

The Reliability Analysis of Bridge Structure under Multipoint Excitation

Authors
Fanghua Liu, Hezhi Li
Corresponding Author
Fanghua Liu
Available Online June 2015.
DOI
10.2991/meici-15.2015.145How to use a DOI?
Keywords
Seismic Response; Structure Reliability; Genetic Algorithm; Multipoint Excitation; Response Spectrum
Abstract

With the large-scale development of China's economy and transportation in recent years, more and more long-span bridges are built and put into use. The scale of bridges becomes more and more big. The tower large span cable-stayed bridges are commonly seen. As one of the lifeline engineering, the seismic design and the reliability under seismic situation are particularly important. This paper first introduces the research situation and the theory of the reliability as well as some calculation methods used in the application of bridge reliability calculation. Based on the structure bearing capacity, the normal use of structure and structure system reliability, this paper explains the reliability process both at home and abroad. At the same time, this paper also discusses the response spectrum analysis method of the stochastic response of large span structure under the incentive function of multi-support seismic. In addition, this paper deduces multipoint excitation response spectrum combination formula according to the literature, and calculates the mean and standard deviation of the peak response of bridge structure. Finally, taking the cable-stayed bridge as an example, this paper establishes the analysis model, carries out the modal analysis, static analysis and dynamic analysis of bridges, and conducts the calculation analysis of bridge reliability under multipoint excitation based on the above methods.

Copyright
© 2015, 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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Volume Title
Proceedings of the 2015 International Conference on Management, Education, Information and Control
Series
Advances in Intelligent Systems Research
Publication Date
June 2015
ISBN
10.2991/meici-15.2015.145
ISSN
1951-6851
DOI
10.2991/meici-15.2015.145How to use a DOI?
Copyright
© 2015, 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/).

Cite this article

TY  - CONF
AU  - Fanghua Liu
AU  - Hezhi Li
PY  - 2015/06
DA  - 2015/06
TI  - The Reliability Analysis of Bridge Structure under Multipoint Excitation
BT  - Proceedings of the 2015 International Conference on Management, Education, Information and Control
PB  - Atlantis Press
SP  - 823
EP  - 829
SN  - 1951-6851
UR  - https://doi.org/10.2991/meici-15.2015.145
DO  - 10.2991/meici-15.2015.145
ID  - Liu2015/06
ER  -