Pages that link to "Item:Q366433"
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The following pages link to A thrust network approach to the equilibrium problem of unreinforced masonry vaults via polyhedral stress functions (Q366433):
Displaying 16 items.
- Singular stress fields for masonry-like vaults (Q304155) (← links)
- A mixed lumped stress-displacement approach to the elastic problem of masonry walls (Q366690) (← links)
- As hangs the flexible line: equilibrium of masonry arches (Q871637) (← links)
- On the equilibrium and admissibility coupling in NT vaults of general shape (Q994764) (← links)
- Parametric study of the distribution of the tensile stresses in pavilion structures constituted by four sectors of barrel shells (Q1696351) (← links)
- Load-path optimisation of funicular networks (Q1750115) (← links)
- On the optimal prediction of the stress field associated with discrete element models (Q2025702) (← links)
- Graphical modelling of hoop force distribution for equilibrium analysis of masonry domes (Q2087628) (← links)
- On the modelling of vaulted structures of equal strength (Q2097152) (← links)
- Parametric design of masonry vaults based on structural affinity (Q2282434) (← links)
- A new numerical approach for determining optimal thrust curves of masonry arches (Q2421992) (← links)
- Optimal vault problem -- form finding through 2D convex program (Q2667980) (← links)
- Parametric self-supporting surfaces via direct computation of Airy stress functions (Q2802316) (← links)
- A mixed finite-element finite-difference method to solve the equilibrium equations of a prestressed membrane having boundary cables (Q4976296) (← links)
- Differential geometric formulation of hanging membranes: Shell membrane theory and variational principle (Q6107730) (← links)
- A finite difference method for the static limit analysis of masonry domes under seismic loads (Q6113537) (← links)
