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Influence of Lap Splices on the Deformation Capacity of RC Walls. II: Shell Element Simulation and Equivalent Uniaxial Model

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Influence of Lap Splices on the Deformation Capacity of RC Walls. II: Shell Element Simulation and Equivalent Uniaxial Model

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Chattez avec Graph Search

Analytical model for the out-of-plane response of vertically spanning unreinforced masonry walls

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Modelling approaches for inelastic behaviour of RC walls: Multi-level assessment and dependability of results

Analogy between Sustained Loading and Strain Rate Effects on the Nonlinear Creep Response of Concrete

Tensile elongation of unidirectional or laminated composites combining a brittle reinforcement with a ductile strain and strain-rate hardening matrix

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An experimental and constitutive investigation on the chemo-mechanical behaviour of a clay

A meso-scale computational approach to dynamic failure in concrete

An experimental and constitutive investigation on the chemo-mechanical behaviour of a clay

Modelling the time-dependent rheological behaviour of heterogeneous brittle rocks

Stress Fields for the analysis of the faillure load and cracking state of dapped-end beams (Aplicación de modelos de campos de tensiones para el análisis en servicio y rotura de apoyos a media madera)

Analogy between Sustained Loading and Strain Rate Effects on the Nonlinear Creep Response of Concrete

Behaviour of concrete in compression and shear under varying strain rates: from rapid to long-term actions

Analytical model for the out-of-plane response of vertically spanning unreinforced masonry walls

Tensile elongation of unidirectional or laminated composites combining a brittle reinforcement with a ductile strain and strain-rate hardening matrix

Modelling approaches for inelastic behaviour of RC walls: Multi-level assessment and dependability of results

An experimental and constitutive investigation on the chemo-mechanical behaviour of a clay

A meso-scale computational approach to dynamic failure in concrete

An experimental and constitutive investigation on the chemo-mechanical behaviour of a clay

Modelling the time-dependent rheological behaviour of heterogeneous brittle rocks