A continuous vibration analysis model for cables with sag and bending stiffness

Engineering Structures

Volumn 30, Issue 5, 2008, Pages 1459-1472

  Ricciardi, G ^a   Saitta, F ^a  

^a UNIVERSITY OF MESSINA   (Italy)

Author keywords

Bending stiffness; Cable dynamics; Cable supported bridges

Indexed keywords

BOUNDARY CONDITIONS; EIGENVALUES AND EIGENFUNCTIONS; FINITE DIFFERENCE METHOD; FINITE ELEMENT METHOD; STIFFNESS; VIBRATIONS (MECHANICAL);

BENDING STIFFNESS; CABLE DYNAMICS;

CABLE STAYED BRIDGES;

BOUNDARY CONDITIONS; CABLE STAYED BRIDGES; EIGENVALUES AND EIGENFUNCTIONS; FINITE DIFFERENCE METHOD; FINITE ELEMENT METHOD; STIFFNESS; VIBRATIONS (MECHANICAL);

BENDING; BOUNDARY CONDITION; BRIDGE; CABLE; EIGENVALUE; FINITE DIFFERENCE METHOD; FINITE ELEMENT METHOD; GUIDELINE; MODELING; STIFFNESS; VIBRATION;

EURASIA; EUROPE; ITALY; SOUTHERN EUROPE; STRAIT OF MESSINA;

EID: 41549109405     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.08.008     Document Type: Article

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