Pages that link to "Item:Q1202547"
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The following pages link to Equilibrium and collapse analysis of masonry bodies (Q1202547):
Displaying 22 items.
- A thrust network approach to the equilibrium problem of unreinforced masonry vaults via polyhedral stress functions (Q366433) (← links)
- A macro-block model for in-plane loaded masonry walls with non-associative Coulomb friction (Q400223) (← links)
- 3D macro and micro-block models for limit analysis of out-of-plane loaded masonry walls with non-associative Coulomb friction (Q475472) (← links)
- Critical notes on collapse load of bidimensional isotropic continuous bodies (Q802921) (← links)
- Analysis of a theory of elasticity for masonry solids (Q811171) (← links)
- On the equilibrium and admissibility coupling in NT vaults of general shape (Q994764) (← links)
- Researches on the equilibrium of masonry structures (Q1110371) (← links)
- New trends in the analysis of masonry structures (Q1202546) (← links)
- On the collapse of masonry arches (Q1374160) (← links)
- Virtual displacements principle, existence and uniqueness for elastic no tension bodies (Q1696417) (← links)
- Modelling the cracks produced by settlements in masonry structures (Q1750151) (← links)
- A continuum model of interlocking structural systems (Q1751621) (← links)
- Equilibrium problems and limit analysis of masonry beams (Q1937160) (← links)
- Static upper/lower thrust and kinematic work balance stationarity for least-thickness circular masonry arch optimization (Q2025705) (← links)
- Explicit solutions for depressed masonry arches loaded until collapse. I: A one-dimensional nonlinear elastic model (Q2356736) (← links)
- Explicit solutions for depressed masonry arches loaded until collapse. II: A solution method for statically indeterminate systems (Q2356746) (← links)
- Contribution of the fill to the static behaviour of arched masonry structures: theoretical formulation (Q2435332) (← links)
- Singular stress fields in masonry structures: Derand was right (Q2510320) (← links)
- NURBS solid modeling for the three-dimensional limit analysis of curved rigid block structures (Q2674062) (← links)
- Processes in Masonry Bodies and the Dynamical Significance of Collapse (Q3630021) (← links)
- (Q3984790) (← links)
- Existence conditions for non-safe loads in masonry-like bodies (Q4711242) (← links)
