Significance of SSI and nonuniform near-fault ground motions in bridge response I: Effect on response with conventional expansion joint

Engineering Structures

Volumn 30, Issue 1, 2008, Pages 141-153

  Chouw, N ^a   Hao, H ^a  

^a UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

Author keywords

Bridge decks; Non uniform excitation; Pounding; Relative response; Soil structure interaction

Indexed keywords

DYNAMIC RESPONSE; NUMERICAL ANALYSIS; REGULATORY COMPLIANCE; SEISMIC RESPONSE; SOIL STRUCTURE INTERACTIONS; STRUCTURAL DESIGN;

GIRDER POUNDING POTENTIAL; NON-UNIFORM EXCITATION; RELATIVE RESPONSE; SPATIAL GROUND MOTIONS;

BRIDGE DECKS;

BRIDGE DECKS; DYNAMIC RESPONSE; NUMERICAL ANALYSIS; REGULATORY COMPLIANCE; SEISMIC RESPONSE; SOIL STRUCTURE INTERACTIONS; STRUCTURAL DESIGN;

BRIDGE; FAULT; GROUND MOTION; SEISMIC DESIGN; SEISMIC RESPONSE; SOIL-STRUCTURE INTERACTION;

EID: 36549029773     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.03.002     Document Type: Article

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