A quasi-secant continuous model for the analysis of long-span cable-stayed bridges

Meccanica

Volumn 43, Issue 2, 2008, Pages 237-250

  Vairo, Giuseppe ^a  

^a UNIVERSITY OF ROME TOR VERGATA   (Italy)

Author keywords

Cable structure interaction; Long span cable stayed bridges; Non linear analysis; Singular perturbation technique; Structural mechanics

Indexed keywords

MATHEMATICAL MODELS; NONLINEAR ANALYSIS; PERTURBATION TECHNIQUES;

CABLE-STRUCTURE INTERACTION; LONG-SPAN CABLE-STAYED BRIDGES; SINGULAR PERTURBATION TECHNIQUE; STRUCTURAL MECHANICS;

BRIDGES;

EID: 41749107131     PISSN: 00256455     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11012-008-9125-7     Document Type: Article

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