Static analysis of cable-stayed bridge with CFT arch ribs

Journal of Constructional Steel Research

Volumn 65, Issue 4, 2009, Pages 776-783

  Nakamura, Shun ichi ^a   Tanaka, Hiroyasu ^b   Kato, Kazutoshi ^a  

^a TOKAI UNIVERSITY   (Japan)

^b Kawada Industries Inc   (Japan)

Author keywords

Arch bridge; Cable stayed bridge; Concrete filled steel tube

Indexed keywords

ARCHES; BENDING (DEFORMATION); BOX GIRDER BRIDGES; BRIDGE CABLES; CABLE STAYED BRIDGES; CABLES; COMPOSITE STRUCTURES; CONCRETE BRIDGES; STEEL; STEEL METALLOGRAPHY; STRUCTURAL MEMBERS; TANKERS (SHIPS); TUBULAR STEEL STRUCTURES;

APPLIED LOADS; ARCH BRIDGE; ARCH RIBS; AXIAL FORCES; CABLE-STAYED BRIDGE; CABLE-SUPPORTED BRIDGES; CONCRETE FILLED STEEL TUBE; HIGH RESISTANCES; LARGE DEFORMATION ANALYSIS; LIMIT STATE DESIGNS; SAFETY CRITERION; STATIC STRENGTHS; STEEL BOX GIRDERS; ULTIMATE DESIGNS;

ARCH BRIDGES;

EID: 59349105098     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2008.05.005     Document Type: Article

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