Keyphrases
Steel Frame
100%
Large Deflection
100%
Structural Behavior
100%
Material Behavior
100%
Stress-strain Curve
100%
Steel Members
100%
Plastic Hinge
100%
Newton-Raphson Method
100%
Nonlinear Effects
100%
Elevated Temperature
100%
Material Nonlinearity
100%
Geometric Nonlinearity
100%
Solution Procedure
100%
Frame Structure
100%
Large Deflection Analysis
100%
Finite Element Formulation
100%
Increased Temperature
100%
Inelastic Analysis
100%
Beam-column Element
100%
Experimental Verification
100%
Time Effect
100%
Efficient Modeling
100%
Material Degradation
100%
Numerical Validation
100%
Nonlinear Governing Equation
100%
Creep Deformation
100%
Strength of Materials
100%
Fire Analysis
100%
Nonlinear Solution
100%
Structural Steel Members
100%
Strain-hardening Material
100%
Nonlinear Formulation
100%
Member Resistance
100%
Thermal Time
100%
Large Displacement Effect
100%
Non-uniform Temperature Distribution
100%
Thermal History
100%
Temperature Stress
100%
Simulation-based
100%
Elastoplastic Strains
100%
Engineering
Steel Frame
100%
Temperature Stress
100%
Structural Steel
100%
Material Behavior
100%
Stress-Strain Curve
100%
Elevated Temperature
100%
Solution Procedure
100%
Beam-Column
100%
Finite Element Formulation
100%
Column Element
100%
Frame
100%
Plastic Hinge
100%
Plastic Strain
100%
Increasing Temperature
100%
Thermal History
100%
Dependent Effect
100%
Hinge Approach
100%
Nonlinear Effect
100%
Creep
100%
Structural Behavior
100%
Materials Mechanics
100%
Newton-Raphson Method
100%
Strain Hardening
100%
Temperature Distribution
100%