Optimization of trusses with geometrically nonlinear response using a displacement based approach

Keyphrases

• Displacement Field 100%
• Trusses 100%
• Geometric Nonlinearity 100%
• Nonlinear Response 100%
• Displacement Method 100%
• Truss Structures 100%
• Two-level 50%
• Degrees of Freedom 50%
• Optimization Strategy 50%
• Optimization Approach 50%
• Finite Element Analysis 50%
• Nonlinear Programming Algorithm 50%
• Equilibrium Equations 50%
• Structural Response 50%
• General Nonlinear Programming 50%
• Cross-sectional Dimension 50%
• Optimal Displacement 50%
• Linear Programming Problem 50%
• Displacement-based 50%

Engineering

• Displacement Field 100%
• Nonlinear Response 100%
• Truss 100%
• Finite Element Method 50%
• Degree of Freedom 50%
• Equilibrium Equation 50%
• Optimization Approach 50%
• Search Method 50%
• Optimization Strategy 50%
• Structural Response 50%
• Linear Programming Problem 50%
• Sectional Dimension 50%