Pages that link to "Item:Q363076"
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The following pages link to Nonlinear buckling analysis of simple geometrically imperfect frames (Q363076):
Displaying 14 items.
- Dynamic buckling of simple two-bar frames using catastrophe theory (Q872895) (← links)
- The effect of interaction of loadings and geometry imperfection on the buckling state of frames (Q909518) (← links)
- Elastica buckling analysis of a simple frame (Q1073616) (← links)
- Nonlinear inelastic buckling of rigid-jointed frames under finite displacements (Q1087372) (← links)
- The effect of interaction of loadings on the change of buckling response of framed structures (Q1107363) (← links)
- Nonlinear buckling of imperfect systems with symmetric imperfections (Q1769233) (← links)
- Post-critical analysis of structures with a nonlinear pre-buckling state in the presence of imperfections. (Q1867593) (← links)
- Nonlinear analysis of pin-jointed assemblies with buckling and unilateral members (Q2763785) (← links)
- Geometrically nonlinear analysis of elastic framed structures (Q3197446) (← links)
- Buckling analysis of nonlinear structures using Lanczos method (Q3201907) (← links)
- Geometrical nonlinear limit load analysis plane frames (Q3760072) (← links)
- Exact geometry considerations in buckling analysis of trusses (Q4017307) (← links)
- (Q4347254) (← links)
- Conceptual issues in geometrically nonlinear analysis of 3D framed structures. (Q5958073) (← links)