Feasibility of a 1,400 m span steel cable-stayed bridge

Journal of Bridge Engineering

Volumn 9, Issue 5, 2004, Pages 444-452

  Nagal, Masatsugu ^a   Fujino, Yozo ^b   Yamaguchi, Hiroki ^c   Iwasaki, Eiji ^a  

^a NAGAOKA UNIVERSITY OF TECHNOLOGY   (Japan)

^b UNIVERSITY OF TOKYO   (Japan)

^c SAITAMA UNIVERSITY   (Japan)

Author keywords

Bridges, cable stayed; Bridges, steel; Bridges, suspension; Project feasibility

Indexed keywords

BENDING STRENGTH; BUCKLING; DAMPING; ECONOMIC AND SOCIAL EFFECTS; ELASTOPLASTICITY; FLUTTER (AERODYNAMICS); STEEL BEAMS AND GIRDERS; STEEL BRIDGES; STRUCTURAL ANALYSIS; SUSPENSION BRIDGES; TORSIONAL STRESS; VELOCITY MEASUREMENT; WIND EFFECTS;

DYNAMIC INSTABILITY; FINITE-DISPLACEMENT ANALYSIS; MULTIMODAL FLUTTER ANALYSIS; PROJECT FEASIBILITY;

CABLE STAYED BRIDGES;

EID: 13944270951     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2004)9:5(444)     Document Type: Article

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