Keyphrases
Steel Members
100%
Element Formulation
100%
Non-axisymmetric
100%
Geometrically Nonlinear Analysis
100%
Warping Effect
100%
Line Element
100%
Wagner Effects
100%
Steel Structures
50%
Material Utilization
50%
Frame Analysis
50%
Section Shape
50%
Non-symmetric Sections
50%
Sustainable Development
25%
Buckling Behavior
25%
Geometric Parameters
25%
Solid-shell Element
25%
Element Stiffness Matrix
25%
Member Buckling
25%
Aesthetic Appearance
25%
Manufacturing Technology
25%
Benchmark Results
25%
Elastic Strain
25%
Total Potential Energy
25%
Tapered Section
25%
Effective Material
25%
Variable Cross-section
25%
Easy Programming
25%
Element Tangent Stiffness Matrix
25%
Existing Frame
25%
Cross-section Properties
25%
Material Aesthetics
25%
Warping Deformation
25%
Approximation Formula
25%
Engineering
Geometrically Nonlinear Analysis
100%
Line Element
100%
Cross Section
75%
Steel Structure
50%
Material Utilization
50%
Frame Analysis
50%
Section Shape
50%
Sustainable Development
25%
Buckling Behavior
25%
Parametric Study
25%
Geometric Parameter
25%
Section Property
25%
Element Stiffness Matrix
25%
Member Buckling
25%
Benchmark Result
25%
Elastic Strain
25%
Potential Energy
25%
Manufacturing Engineering
25%
Stiffness Matrix
25%
Finite Element Analysis
25%