Modal characteristics of tower-cable system in construction state of suspension bridge

Proceedings of the International Modal Analysis Conference - IMAC

Volumn 2, Issue , 1997, Pages 1911-1917

  Xue, S D ^a   Ni, Y Q ^a   Ko, J M ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE CABLES; CABLE STAYED BRIDGES; COMPUTER SIMULATION; COMPUTER SOFTWARE; DEFLECTION (STRUCTURES); DYNAMIC RESPONSE; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; MODAL ANALYSIS; STIFFNESS; SUSPENSION BRIDGES; TOWERS;

TIMOSHENKO BEAM ELEMENTS;

STRUCTURAL ANALYSIS;

EID: 0031377501     PISSN: 10466770     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (6)