Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015

Stress analysis of the through arch bridge double boom system

Authors
Ke-Xin Li, Xiao-Jun Ning
Corresponding Author
Ke-Xin Li
Available Online November 2015.
DOI
10.2991/iccet-15.2015.263How to use a DOI?
Keywords
double boom system, suddenly broken, the internal force response
Abstract

This paper by analyzing the existing double boom system, and combined with engineering examples the through arch bridge in the mobile load that is the role of vehicle load force each boom situation. Studied double boom system in response to vehicle load internal forces, also studied a boom when suddenly broken rib effect on belongs. We came to the conclusion, in the moving load short boom force more favorable than long boom, and boom suddenly off, the internal force will fluctuate internal force near the Arch Bridge under operational conditions effect.

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 5th International Conference on Civil Engineering and Transportation 2015
Series
Advances in Engineering Research
Publication Date
November 2015
ISBN
10.2991/iccet-15.2015.263
ISSN
2352-5401
DOI
10.2991/iccet-15.2015.263How 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  - Ke-Xin Li
AU  - Xiao-Jun Ning
PY  - 2015/11
DA  - 2015/11
TI  - Stress analysis of the through arch bridge double boom system
BT  - Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015
PB  - Atlantis Press
SP  - 1410
EP  - 1414
SN  - 2352-5401
UR  - https://doi.org/10.2991/iccet-15.2015.263
DO  - 10.2991/iccet-15.2015.263
ID  - Li2015/11
ER  -