Second-order analysis of non-prismatic steel members by tapered beam-column elements

Keyphrases

• Second-order Analysis 100%
• Steel Members 100%
• Beam-column Element 100%
• Non-prismatic 100%
• Tapered Beam-column 100%
• Hollow 66%
• Corotation 66%
• Distinctive Features 33%
• Computational Savings 33%
• Numerical Procedure 33%
• Large Deformation 33%
• Stiffness Matrix 33%
• Analytical Solution 33%
• Secant Stiffness 33%
• Incremental-secant 33%
• Shape Function 33%
• Accuracy Analysis 33%
• Flexural Rigidity 33%
• Tapered Section 33%
• I-section 33%
• Stiffness Method 33%
• Material Consumption 33%
• Section Type 33%
• Stiffness Factor 33%
• Hermite Interpolation 33%
• Stiffness Variation 33%
• Updated Lagrangian Approach 33%
• Exact Stiffness Matrix 33%
• Long-span Structure 33%
• Kinematic Motion 33%
• Proposed Formulation 33%

Engineering

• Beam-Column 100%
• Column Element 100%
• Rotational 100%
• Stiffness Matrix 100%
• Large Deformation 50%
• Common Type 50%
• Simplifies 50%
• Flexural Rigidity 50%
• Stiffness Method 50%
• Lagrangian Approach 50%
• Stiffness Factor 50%
• Shape Function 50%