Pages that link to "Item:Q1953283"
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The following pages link to Limit analysis of elastoplastic frames considering 2nd-order geometric nonlinearity and displacement constraints (Q1953283):
Displaying 12 items.
- Complementarity problems in structural engineering: an overview (Q525366) (← links)
- Robust fuzzy structural safety assessment using mathematical programming approach (Q679749) (← links)
- An iterative elastic SBFE approach for collapse load analysis of inelastic structures (Q821670) (← links)
- Approximation au second ordre des déplacements et des contraintes dans une plaque épaisse en flexion. (Second order approximation displacements and constraints in a thick plate under flexure) (Q1093417) (← links)
- Robust assessment of collapse resistance of structures under uncertain loads based on info-gap model (Q1798554) (← links)
- The influence of geometric effects on the behavior of strain softening frames (Q1959737) (← links)
- Mathematical programming approaches for the safety assessment of semirigid elastoplastic frames (Q2428337) (← links)
- Complementarity framework for non linear dynamic analysis of skeletal structures with softening plastic hinges (Q2880242) (← links)
- A projected Newton algorithm for the dual convex program of elastoplasticity (Q2952438) (← links)
- A constrained non-linear system approach for the solution of an extended limit analysis problem (Q3567305) (← links)
- Geometrical nonlinear limit load analysis plane frames (Q3760072) (← links)
- A nonlinear programming approach to limit analysis of non-associated plastic flow materials (Q5137399) (← links)
