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Structural stability of cable-stayed bridges
Seungjun Kim
, Deok Hee Won
, Keesei Lee
,
Young Jong Kang
*
*
Corresponding author for this work
School of Civil, Environmental and Architectural Engineering
Research output
:
Contribution to journal
›
Article
›
peer-review
10
Citations (Scopus)
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Keyphrases
Beam-column Effect
14%
Buckling Mode
14%
Cable
14%
Cable Arrangement
14%
Cable Sag
14%
Cable-stayed Bridge
100%
Compressive Force
14%
Critical Friend
14%
Dead Load
14%
Eigenvalue Analysis
14%
Geometric Nonlinearity
28%
Girder
42%
Initial Shape Analysis
14%
Large Displacement Effect
14%
Live Load
28%
Load Case
14%
Load Flow Analysis
14%
Loading Conditions
14%
Mast
42%
Nonlinear Analysis
14%
Nonlinear Finite Element Analysis
14%
Nonlinear Finite Element Method
14%
Post-tensioning
14%
Sag Effect
14%
Stability Analysis
28%
Stiffness Ratio
14%
Structural Stability
100%
Two-step Analysis
14%
Engineering
Beam-Column
16%
Beams and Girders
50%
Buckling Mode
16%
Cable Stayed Bridges
100%
Compressive Force
16%
Dead Load
16%
Eigenvalue Analysis
16%
Finite Element Analysis
33%
Geometric Nonlinearity
33%
Live Load
33%
Load Case
16%
Load Condition
16%
Nonlinear Analysis
16%
Parametric Study
16%
Shape Analysis
16%
Stability Analysis
33%
Stiffness Ratio
16%
Structural Stability
100%