Pages that link to "Item:Q994764"
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The following pages link to On the equilibrium and admissibility coupling in NT vaults of general shape (Q994764):
Displaying 14 items.
- Singular stress fields for masonry-like vaults (Q304155) (← links)
- A thrust network approach to the equilibrium problem of unreinforced masonry vaults via polyhedral stress functions (Q366433) (← links)
- Stress analysis of masonry vaults and static efficacy of FRP repairs (Q833792) (← links)
- Limit analysis of masonry vaults by means of curved shell finite elements and homogenization (Q835903) (← links)
- On the optimal prediction of the stress field associated with discrete element models (Q2025702) (← links)
- Brick vaults by slices in Choisy and Paredes (Q2097119) (← links)
- Interpreting Lecce vaults with analytical-geometrical models (Q2097133) (← links)
- The vaults of Umm al-Dabadib: geometric study (Q2097146) (← links)
- On the modelling of vaulted structures of equal strength (Q2097152) (← links)
- The structural effects of micro-geometry on masonry vaults (Q2097155) (← links)
- Parametric design of masonry vaults based on structural affinity (Q2282434) (← links)
- Towards a seismic worst scenario approach for rocking systems: analytical and experimental set-up for dynamic response (Q2393275) (← links)
- Contribution of the fill to the static behaviour of arched masonry structures: theoretical formulation (Q2435332) (← links)
- Heterogeneously resistant elastic-brittle solids under multi-axial stress: fundamental postulates and bounding theorems (Q2516709) (← links)
