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Dynamic response of skew highway bridges
J. Y. Meng,
E. M. Lui
, Y. Liu
Department of Civil & Environmental Engineering
Research output
:
Contribution to journal
›
Article
›
peer-review
5
Scopus citations
Overview
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Keyphrases
Dynamic Response
100%
Highway Bridge
100%
Stiffness Eccentricity
75%
Frequency Ratio
75%
Aspect Ratio
50%
Eccentricity Ratio
50%
Skew Bridge
50%
Skew Angle
50%
Natural Frequency
25%
Simplified Model
25%
Earthquake Response
25%
Bridge Model
25%
Engineering
Dynamic Response
100%
Highway Bridges
100%
Frequency Ratio
75%
Rotational
50%
Aspect Ratio
50%
Skew Angle
50%
Natural Frequency
25%
Essential Feature
25%
Parametric Study
25%