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Analysis and experiment of isolated bridges using Polynomial Rocking Bearings
T. Y. Lee
, L. Y. Lu, J. H. Tzeng, K. J. Chung
土木工程學系
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Keyphrases
Isolated Bridge
100%
Rocking Bearing
100%
Sliding Isolator
71%
Restoring Stiffness
42%
Isolated Structure
42%
Near-field Ground Motion
42%
Seismic Response
28%
Geometric Shape
28%
Natural Period
28%
Friction Material
28%
Friction Coefficient
14%
Numerical Results
14%
Shaking Table Test
14%
Dynamic Response
14%
Numerical Analysis
14%
Seismic Hazard
14%
Hybrid Algorithm
14%
Displacement Response
14%
Strong Earthquake
14%
Pulse Period
14%
Acceleration Response
14%
Polynomial Degree
14%
Structural Displacement
14%
Optimum Parameters
14%
SA-PSO
14%
Bearing Reliability
14%
Horizontal Friction
14%
Engineering
Isolators
100%
Ground Movement
60%
Field Ground
60%
Geometric Shape
40%
Seismic Response
40%
Natural Period
40%
Experimental Result
20%
Dynamic Response
20%
Seismic Hazard
20%
Displacement Response
20%
Acceleration Response
20%
Pulse Period
20%
Polynomial Order
20%
Coefficient of Friction
20%