Dynamic impact analysis of long span cable-stayed bridges under moving loads

Engineering Structures

Volumn 30, Issue 4, 2008, Pages 1160-1177

  Bruno, D ^a   Greco, F ^a   Lonetti, P ^a  

^a UNIVERSITY OF CALABRIA   (Italy)

Author keywords

"A" and "H" shaped towers; Cable stayed bridges; Dynamic impact factors; Moving loads

Indexed keywords

BEAMS AND GIRDERS; CORIOLIS FORCE; DEFORMATION; DYNAMIC RESPONSE; NUMERICAL METHODS; SENSITIVITY ANALYSIS; STRUCTURAL LOADS;

CABLE-STAYED BRIDGES; CONTINUOUS DISTRIBUTED FUNCTIONS; DYNAMIC IMPACT FACTORS;

BRIDGE CABLES;

BEAMS AND GIRDERS; BRIDGE CABLES; CORIOLIS FORCE; DEFORMATION; DYNAMIC RESPONSE; NUMERICAL METHODS; SENSITIVITY ANALYSIS; STRUCTURAL LOADS;

BRIDGE; CORIOLIS FORCE; DEFORMATION; DISPLACEMENT; DYNAMIC ANALYSIS; DYNAMIC RESPONSE; LOADING; STRESS;

EID: 40249098701     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.07.001     Document Type: Article

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