Keyphrases
Cold-formed
100%
High Strength Steel
100%
Stub Column
100%
Column Behavior
100%
Steel Tubular Structure
100%
Geometric Imperfection
66%
North America
33%
Compressive Behavior
33%
Finite Element
33%
Finite Element Model
33%
Material Imperfection
33%
Value Sensitive Design
33%
Stub Column Tests
33%
Load-deformation Behavior
33%
European American
33%
Deformation History
33%
Proof Stress
33%
American Code
33%
Varying Material Properties
33%
Tubular Stub Column
33%
Compactness Criterion
33%
Hollow Structural Sections
33%
Engineering
Experimental Investigation
100%
High Strength Steels
100%
Experimental Result
33%
Experimental Observation
33%
Parametric Study
33%
Compressive Behavior
33%
Finite Element Result
33%
Test Column
33%
Design Value
33%
Structural Section
33%
Finite Element Modeling
33%