Keyphrases
Cold-formed Steel Members
100%
Distortional Buckling
100%
Mode Coupling
100%
Interactive Behavior
100%
Direct Strength Method
100%
Method Design
100%
Ultimate Strength
75%
Post-buckling Behavior
50%
Design Approach
50%
Distortional
50%
Distortional-global Interaction
50%
Numerical Results
25%
Behavioral Characteristics
25%
Numerical Simulation
25%
Elastic-plastic
25%
Solid-shell Element
25%
Initial Geometrical Imperfection
25%
Failure Mode
25%
Cold-formed Steel Beams
25%
Design Proposal
25%
Cold-formed Steel Columns
25%
Ultimate Failure
25%
Mode Interaction
25%
Numerical Design
25%
Local-distortional Interaction
25%
Unveiling
25%
Engineering
Formed Steel
100%
Distortional Buckling
100%
Direct Strength Method
100%
Distortional
100%
Failure Behavior
100%
Ultimate Strength
60%
Buckling Behavior
40%
Experimental Result
20%
Experimental Investigation
20%
Finite Element Simulation
20%
Proposal Design
20%
Ii Phenomenon
20%
Illustrates
20%
Failure Mode
20%