Pages that link to "Item:Q2625133"
From MaRDI portal
The following pages link to Basic principles in the general theory of elastic stability (Q2625133):
Displaying 19 items.
- Influence of initial imperfections on the buckling of elastic shells under multiple critical loads (Q1155407) (← links)
- Non-axisymmetric buckling of shallow spherical shells (Q1180900) (← links)
- Stability of smooth and ribbed shells of revolution in a nonuniform stress-strain state. (Survey) (Q1377134) (← links)
- An \textit{elastica} problem: Instabilities of an elastic arch (Q1809431) (← links)
- An analysis of the post-buckling of laminated plates of symmetric cross-ply (Q1910324) (← links)
- Michael Thompson: his seminal contributions to nonlinear dynamics -- and beyond (Q2432301) (← links)
- Coupled modes of elastic buckling (Q2523856) (← links)
- The estimation of elastic critical loads (Q2526701) (← links)
- The convexity of the stability boundary of symmetric structural systems (Q2537447) (← links)
- Basic theorems of elastic stability (Q2539195) (← links)
- A general theory for the equilibrium and stability of discrete conservative systems (Q2539785) (← links)
- A celebration of mechanics: from nano to macro. The J. Michael T. Thompson Festschrift issue (Q2945248) (← links)
- Advice to a young researcher: with reminiscences of a life in science (Q2945250) (← links)
- Post buckling analysis of shear deformable shallow shells by the boundary element method (Q3062581) (← links)
- (Q3599506) (← links)
- (Q4802888) (← links)
- (Q4815517) (← links)
- A Bracing Nonlinear Walk in Applied Mechanics: Memoirs and Reflections (Q5158769) (← links)
- (Q5581345) (← links)