Keyphrases
Stability Design
100%
Effective Stress
100%
Angle Members
100%
Single Angle
100%
Stress-strain Method
100%
Failure Mode
75%
Beam-column Element
75%
Initial Imperfection
50%
Direct Analysis
50%
Effective Length Method
50%
Angular Structure
50%
Stress-strain Relationship
25%
Minor Axis
25%
Steel Structures
25%
Shell Element
25%
Eccentrically Loaded
25%
Finite Element Analysis
25%
Buckling Mode
25%
Complex Behavior
25%
Practical Design
25%
Local Failure
25%
Design Practice
25%
Angle Section
25%
Semi-empirical Formula
25%
Effective Length
25%
Conventional Beam
25%
Transmission Tower
25%
Lateral-torsional Buckling
25%
Flexural-torsional Buckling
25%
Challenging Tasks
25%
Flexural Buckling
25%
Easy Installation
25%
Principal Minor
25%
Direct Analysis Method
25%
Second-order Direct Analysis
25%
Global Failure
25%
Direct Model
25%
Eccentric Loading
25%
Flexural-torsional
25%
Unsymmetrical Section
25%
Engineering
Beam-Column
100%
Column Element
100%
Effective Length
100%
Failure Mode
100%
Effective Stress
100%
Initial Imperfection
66%
Length Method
66%
Experimental Result
33%
Steel Structure
33%
Strain Relationship
33%
Buckling Mode
33%
Electric Lines
33%
End Condition
33%
Direct Model
33%
Lateral-Torsional Buckling
33%
Flexural-Torsional Buckling
33%
Shell Element
33%
Minor Axis
33%
Finite Element Analysis
33%
Tower
33%