Keyphrases
Nonlinear Behavior
100%
Ultimate Strength
100%
Cold-formed Steel Columns
100%
Direct Strength Method
100%
Local-distortional Interaction
100%
Method Design
100%
Distortional
50%
Interaction Failure
50%
Design Procedure
25%
Cross-sectional Shape
25%
Strength Data
25%
Elastic-plastic
25%
Critical Buckling Pressure
25%
Failure Load
25%
Interaction Effect
25%
ABAQUS
25%
Numerical Investigation
25%
Mode Coupling
25%
Lipped Channel Sections
25%
Interactive Behavior
25%
Rack
25%
Load Mechanism
25%
Column Strength
25%
Steel Yield Stress
25%
Collapse Mechanism
25%
Rack-sections
25%
Strength Curve
25%
Column Failure
25%
Lipped Channel
25%
Shell Finite Element Analysis
25%
Local-distortional (L-D) Interaction
25%
Engineering
Formed Steel
100%
Nonlinear Behavior
100%
Ultimate Strength
100%
Direct Strength Method
100%
Distortional
100%
Lipped Channel
50%
Experimental Result
25%
Design Procedure
25%
Parametric Study
25%
Collapse Mechanism
25%
Buckling Stress
25%
Critical Buckling
25%
Failure Load
25%
Interaction Effect
25%
Abaqus
25%
Column Strength
25%
Section Shape
25%
Interactive Failure
25%
Nodes
25%
Cross Section
25%
Finite Element Analysis
25%
Yield Point
25%
Material Science
Yield Stress
100%
Elastic Behavior
100%
Finite Element Methods
100%