Pages that link to "Item:Q3200652"
From MaRDI portal
The following pages link to Natural approach for geometric non-linear analysis of thin-walled frames (Q3200652):
Displaying 15 items.
- Nonlinear buckling analysis of simple geometrically imperfect frames (Q363076) (← links)
- A geometrical and physical nonlinear finite element model for spatial thin-walled beams with arbitrary section (Q987272) (← links)
- A new consideration on the derivation of the geometrical stiffness matrix with the natural approach. (Q1578632) (← links)
- A computationally efficient method for the limit elasto-plastic analysis of space frames (Q1894403) (← links)
- A new beam element for analyzing geometrical and physical nonlinearity (Q2393507) (← links)
- Nonlinear analysis of frame structural systems based on closed form solutions of thin beam-columns with multiple strong axial and rotation embedded discontinuities (Q2691049) (← links)
- Effects of approximations in analyses of beams of open thin-walled cross-section. I: Flexural-torsional stability. II: 3-D nonlinear behaviour (Q2745791) (← links)
- UPDATED LAGRANGIAN FORMULATION FOR NONLINEAR STABILITY ANALYSIS OF THIN-WALLED FRAMES WITH SEMI-RIGID CONNECTIONS (Q2972584) (← links)
- Geometrically nonlinear analysis of elastic framed structures (Q3197446) (← links)
- Equilibrium considerations of the updated Lagrangian formulation of beam-columns with natural concepts (Q3758362) (← links)
- Geometrical nonlinear limit load analysis plane frames (Q3760072) (← links)
- SPATIAL STABILITY ANALYSIS OF THIN-WALLED SPACE FRAMES (Q4871670) (← links)
- Co-rotational formulation for geometric nonlinear analysis of doubly symmetric thin-walled beams (Q5949105) (← links)
- Conceptual issues in geometrically nonlinear analysis of 3D framed structures. (Q5958073) (← links)
- Research on nonlinear, postbuckling and elasto-plastic analyses of framed structures and curved beams (Q6173259) (← links)
