Pages that link to "Item:Q399002"
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The following pages link to Modified Monte Carlo method for buckling analysis of nonlinear imperfect structures (Q399002):
Displaying 5 items.
- Probabilistic eigenvalue buckling analysis solved through the ratio of polynomial response surface (Q649254) (← links)
- Probabilistic buckling analysis of beam-column elements with geometric imperfections and various boundary conditions (Q1794022) (← links)
- A new reliability-based design optimization framework using isogeometric analysis (Q1986804) (← links)
- PSO-based approach for buckling analysis of shell structures with geometric imperfections (Q2298392) (← links)
- Robust stability analysis of structures with uncertain parameters using mathematical programming approach (Q2952602) (← links)