Pages that link to "Item:Q833792"
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The following pages link to Stress analysis of masonry vaults and static efficacy of FRP repairs (Q833792):
Displaying 11 items.
- Singular stress fields for masonry-like vaults (Q304155) (← links)
- Analytical formulation of generalized incremental theorems for 2D no-tension solids (Q500408) (← links)
- On the equilibrium and admissibility coupling in NT vaults of general shape (Q994764) (← links)
- Damage of masonry panels reinforced by FRP sheets (Q1282810) (← links)
- FRP-masonry interfacial debonding: an energy balance approach to determine the influence of the mortar joints (Q1657836) (← links)
- A simple model for performing nonlinear static and dynamic analyses of unreinforced and FRP-strengthened masonry arches (Q1658240) (← links)
- Theorems for masonry solids with brittle time-decaying tensile limit strength (Q1708670) (← links)
- Contribution of the fill to the static behaviour of arched masonry structures: theoretical formulation (Q2435332) (← links)
- Limit analysis of masonry arches with externally bonded FRP reinforcements (Q2459227) (← links)
- Evaluation of the damage in the vault and portico of the pre-Romanesque chapel of San Salvador de Valdediós using frictional contacts and the finite-element method (Q3446599) (← links)
- A quadrilateral plate-type finite element to model stress singularities in no-tension materials (Q6643594) (← links)