Optimal allocation and seismic isolation effect analysis of high-damping rubber bearing for Beam Bridge
Authors
Wei-shan Wang, Yu-min Zhang, Wei-rong Wang
Corresponding Author
Wei-shan Wang
Available Online June 2016.
- DOI
- 10.2991/mecs-17.2017.4How to use a DOI?
- Keywords
- Beam Bridge, seismic response, high-damping rubber bearing
- Abstract
As the seismic isolation technique was widely use in aseismic design of bridges, the high-damping rubber bearing were applied to many bridges in order to reduce the seismic response of bridge. Compare the seismic isolation effect of different model high-damping rubber bearing and laminated rubber bearing, the optimal proposal of bearings has been suggested. Sliding bearings used on side piers caused the earthquake distributed unevenly among piers, as changed to high-damping rubber bearing, the seismic response of bridge have effectively controlled into allowable range.
- Copyright
- © 2017, 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 - Wei-shan Wang AU - Yu-min Zhang AU - Wei-rong Wang PY - 2016/06 DA - 2016/06 TI - Optimal allocation and seismic isolation effect analysis of high-damping rubber bearing for Beam Bridge BT - Proceedings of the 2017 2nd International Conference on Machinery, Electronics and Control Simulation (MECS 2017) PB - Atlantis Press SP - 18 EP - 22 SN - 2352-5401 UR - https://doi.org/10.2991/mecs-17.2017.4 DO - 10.2991/mecs-17.2017.4 ID - Wang2016/06 ER -