Analysis of the overall collapse mechanism of cable-stayed bridges with different cable layouts

Engineering Structures

Volumn 29, Issue 9, 2007, Pages 2133-2142

  Song, Weon Keun ^a   Kim, Seung Eock ^b  

^a Korea Infrastructure Safety and Technology Corporation   (South Korea)

^b Sejong University   (South Korea)

Author keywords

Fiber element model; Nonlinear inelastic buckling model; Overall collapse mechanism; Softening plastic hinge model; Steel cable stayed bridge; Ultimate load carrying capacity

Indexed keywords

BEARING CAPACITY; BUCKLING; CABLE STAYED BRIDGES; LOAD LIMITS; STEEL BRIDGES; STRUCTURAL LOADS;

COLLAPSE MECHANISM; NONLINEAR INELASTIC BUCKLING MODEL; SOFTENING PLASTIC-HINGE MODEL; ULTIMATE LOAD-CARRYING CAPACITY;

STRUCTURAL ANALYSIS;

BEARING CAPACITY; BUCKLING; CABLE STAYED BRIDGES; LOAD LIMITS; STEEL BRIDGES; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

BIFURCATION; BRIDGE; BUCKLING; CABLE LAYING; GEOMETRY; LOADING; NUMERICAL MODEL; STABILITY ANALYSIS;

EID: 34547534495     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.11.005     Document Type: Article

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