Keyphrases
Design Approach
100%
Direct Strength Method
100%
Interaction Failure
100%
Cold-formed Steel Columns
60%
Failure Load
40%
Distortional
40%
North America
20%
Bifurcation
20%
Cross-sectional Shape
20%
Buckling Load
20%
Local Buckling
20%
Rational Design
20%
Coupled Phenomena
20%
Codification
20%
Cold-formed Steel
20%
Distortional Buckling
20%
Reliability Assessment
20%
Load Data
20%
Prediction Quality
20%
Local Bifurcation
20%
Rack
20%
Mechanical Aspects
20%
Steel Structural Member
20%
Column Design
20%
Stiffened Lipped Channels
20%
Strength Curve
20%
Failure Load Prediction
20%
Engineering
Direct Strength Method
100%
Interactive Failure
100%
Formed Steel
60%
Distortional
60%
Failure Load
40%
Local Buckling
20%
Reliability Assessment
20%
Buckling Load
20%
Lipped Channel
20%
Section Shape
20%
Formed Steel Structural Member
20%
Failure Load Prediction
20%
Cross Section
20%