Multi-sided pounding response of bridge structures with non-linear bearings to spatially varying ground excitation

Advances in Structural Engineering

Volumn 9, Issue 1, 2006, Pages 55-66

  Chouw, N ^a   Hao, H ^b   Su, H ^c  

^a Faculty of Environmental Science and Technology   (Japan)

^b UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

^c OKAYAMA UNIVERSITY   (Japan)

Author keywords

Bridge; Ground motion spatial variation; Non linear analysis; Pounding

Indexed keywords

COMPUTER SIMULATION; NONLINEAR SYSTEMS; RANDOM PROCESSES; SPECTRUM ANALYSIS; STRUCTURAL ANALYSIS;

GROUND MOTION SPATIAL VARIATION; POUNDING RESPONSE; STRUCTURAL RESPONSES; VARYING GROUND MOVEMENTS;

BRIDGE BEARINGS;

EID: 33847345250     PISSN: 13694332     EISSN: None     Source Type: Journal    
DOI: 10.1260/136943306776232936     Document Type: Conference Paper

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