An Experimental Investigation of Unbonded Laminated Elastomeric Bearings and the Seismic Evaluations of Highway Bridges with Tested Bearing Components
This paper presents an experimental program performed to investigate the behavioral characteristics of unbonded steel-reinforced laminated elastomeric bearings (U-SLEBs), which have been widely used for highway bridges in China. The influences on the friction behaviors, stiffness, and energy dissipa...
Saved in:
Main Authors: | Gang Wu, Kehai Wang, Guanya Lu, Panpan Zhang |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2018-01-01
|
Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2018/8439321 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Seismic Response Analysis and Evaluation of Laminated Rubber Bearing Supported Bridge Based on the Artificial Neural Network
by: Bingzhe Zhang, et al.
Published: (2021-01-01) -
Lateral Response Comparison of Unbonded Elastomeric Bearings Reinforced with Carbon Fiber Mesh and Steel
by: Ali Karimzadeh Naghshineh, et al.
Published: (2015-01-01) -
Seismic Study of Skew Bridge Supported on Laminated-Rubber Bearings
by: Xueshan Liu, et al.
Published: (2020-01-01) -
Experimental Tests and Analytical Modelling of a Scaled Isolated Structure on Sliding and Elastomeric Bearings
by: Fabio Mazza, et al.
Published: (2016-01-01) -
Fragility-Based Improvement of System Seismic Performance for Long-Span Suspension Bridges
by: Guanya Lu, et al.
Published: (2020-01-01)