Pages that link to "Item:Q1117746"
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The following pages link to Efficiency and accuracy of linearized postbuckling analyses of frames based on elastica (Q1117746):
Displaying 7 items.
- Analytical and experimental studies on nonlinear characteristics of an L-shape beam structure (Q362825) (← links)
- Lateral-torsional buckling of simply supported beams under uniform bending and axial tensile force (Q396326) (← links)
- The effect of interaction of loadings and geometry imperfection on the buckling state of frames (Q909518) (← links)
- Are linear prebuckling paths and linear stability problems mutually conditional? (Q1015749) (← links)
- A method for the direct evaluation of buckling loads of an imperfect two-bar frame (Q2505752) (← links)
- Postbuckling analysis of columns resting on an elastic foundation (Q2505830) (← links)
- The effects of material nonlinearity and compressibility in the buckling of nonlinear elastic systems (Q3468694) (← links)