Self-equilibrating element for second-order analysis of semirigid jointed frames

Keyphrases

• Second-order Analysis 100%
• Computer Program 100%
• Semi-rigid 100%
• Nonlinear Analysis 100%
• Convergence Rate 50%
• Steel Frame 50%
• Element Stiffness 50%
• High Axial Load 50%
• Second-order Nonlinear 50%
• Hermitian 50%
• Semi-rigid Connection 50%
• Accurate Solution 50%
• Benchmark Problems 50%
• Available Elements 50%
• Modeling Effort 50%
• One Element per Member 50%

Engineering

• Nonlinear Analysis 100%
• Jointed Frame 100%
• Steel Frame 50%
• Axial Load 50%
• Convergence Rate 50%
• Accurate Solution 50%
• Benchmark Problem 50%