Keyphrases
Elliptical Hollow Sections
100%
Biaxial Bending
100%
Cold-formed Steel
100%
Stub Column
100%
Compression-bending Behavior
100%
Finite Element Model
42%
Combined Loading
42%
Steel Tubular Structure
28%
Tubular Stub Column
28%
Design Equation
14%
Section Size
14%
Material Behavior
14%
Numerical Simulation
14%
Design Specification
14%
High Strength
14%
Residual Stress
14%
Traditional Design
14%
Cross-section Resistance
14%
Steel Section
14%
Proposed Design Equation
14%
Slenderness Limit
14%
AISC 360
14%
Steel Grade
14%
Hot-finished
14%
Tubular Sections
14%
Loading Eccentricity
14%
Doubly Symmetric
14%
EN 1993-1-1
14%
Local Geometric Imperfection
14%
Roll Forming
14%
Finite Element Data
14%
Cross-sectional Behaviour
14%
Loading Angle
14%
High Normal
14%
Engineering
Formed Steel
100%
Biaxial Bending
100%
Hollow Section
100%
Steel Grade
42%
Finite Element Modeling
42%
Cross Section
42%
Design Equation
28%
Numerical Study
14%
Design Specification
14%
Test Result
14%
Parametric Study
14%
Section Size
14%
Material Behavior
14%
Slenderness Limit
14%
Element Data
14%
Residual Stress
14%
Class 3 Section
14%
Forming Roll
14%
Finite Element Analysis
14%