Pages that link to "Item:Q5896454"
From MaRDI portal
The following pages link to Computation of Imperfection‐Sensitivity at Two‐Fold Branching Points (Q5896454):
Displaying 10 items.
- Sensitivity analysis of a class of nearly double bucklings (Q532357) (← links)
- Imperfection sensitive variation of critical loads at hilltop bifurcation point (Q532890) (← links)
- Imperfection sensitivity of hilltop branching points of systems with dihedral group symmetry (Q873529) (← links)
- Equations of bifurcation sets of three-parameter catastrophes and the application in imperfection sensitivity analysis (Q1385507) (← links)
- Direct calculation of buckling strength of imperfect structures (Q1573037) (← links)
- Imperfection sensitivity analysis of hill-top branching with many symmetric bifurcation points (Q2456058) (← links)
- Maximum load factors corresponding to a slightly asymmetric bifurcation point (Q2507209) (← links)
- Imperfection-sensitivity of elastically supported beams and its relation to the double-cusp instability model (Q3721926) (← links)
- Critical Imperfection of Symmetric Structures (Q3990727) (← links)
- Singular perturbations for sensitivity analysis in symmetric bifurcation buckling (Q4331349) (← links)