Proceedings of the 2015 4th International Conference on Sustainable Energy and Environmental Engineering

Influence of Support arrangement on Box girder structure of Span curved bridge with high piers

Authors
Long Zhang
Corresponding Author
Long Zhang
Available Online April 2016.
DOI
10.2991/icseee-15.2016.2How to use a DOI?
Keywords
rigid frame curved bridge; curvature radius; torque
Abstract

The bending-torsional coupling effect of a curved bridge is so obvious. To explore the effect of the curvature radius to a curved bridge, the WuJiaWan Bay Bridge is taken as an object of analysis. The bridge is made up of high piers and long-span continuous ridge frame. The relationship of a whole curved bridge with or without changes in the radius of curvature to the torque is obtained. The results show that the changes in the radius of curvature of the torque have an obvious effect on the main bridge, the bridge pier and no effect on the most favorable position.

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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Volume Title
Proceedings of the 2015 4th International Conference on Sustainable Energy and Environmental Engineering
Series
Advances in Engineering Research
Publication Date
April 2016
ISBN
10.2991/icseee-15.2016.2
ISSN
2352-5401
DOI
10.2991/icseee-15.2016.2How to use a DOI?
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/).

Cite this article

TY  - CONF
AU  - Long Zhang
PY  - 2016/04
DA  - 2016/04
TI  - Influence of Support arrangement on Box girder structure of Span curved bridge with high piers
BT  - Proceedings of the 2015 4th International Conference on Sustainable Energy and Environmental Engineering
PB  - Atlantis Press
SP  - 8
EP  - 12
SN  - 2352-5401
UR  - https://doi.org/10.2991/icseee-15.2016.2
DO  - 10.2991/icseee-15.2016.2
ID  - Zhang2016/04
ER  -