Study of SSI and non-uniform ground motion effect on pounding between bridge girders

Soil Dynamics and Earthquake Engineering

Volumn 25, Issue 7-10, 2005, Pages 717-728

  Chouw, Nawawi ^a,b   Hao, Hong ^a  

^a UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

^b OKAYAMA UNIVERSITY   (Japan)

Author keywords

Bridge girder pounding; Ground displacement effect; Near source earthquake; Soil structure interaction; Spatially varying ground excitation

Indexed keywords

BEAMS AND GIRDERS; BOUNDARY ELEMENT METHOD; BRIDGE COMPONENTS; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; FINITE ELEMENT METHOD; LAPLACE TRANSFORMS; MATHEMATICAL MODELS; TIME DOMAIN ANALYSIS;

BRIDGE GIRDER POUNDING; GROUND DISPLACEMENT EFFECT; NEAR SOURCE EARTHQUAKE; SPATIALLY VARYING GROUND EXCITATION;

SOIL STRUCTURE INTERACTIONS;

BRIDGE; GROUND MOTION; SOIL-STRUCTURE INTERACTION; SPATIAL VARIATION; WAVE PROPAGATION;

EID: 24344510808     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2004.11.015     Document Type: Article

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