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Shear strength of brick masonry walls assembled with different types of mortar, file e398c379-4587-179a-e053-3705fe0a4cff
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195
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Dynamic torsion tests to characterize the thermo-viscoelastic properties of polymeric interlayers for laminated glass, file e398c379-4580-179a-e053-3705fe0a4cff
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51
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Experimental global analysis of the efficiency of carbon fiber anchors applied over CFRP strengthened bricks, file e398c379-4582-179a-e053-3705fe0a4cff
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45
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Weathering action on thermo-viscoelastic properties of polymer interlayers for laminated glass, file e398c379-4782-179a-e053-3705fe0a4cff
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40
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An experimental analysis about the effects of mortar joints on the efficiency of anchored CFRP-to-masonry reinforcements, file e398c379-4eb6-179a-e053-3705fe0a4cff
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27
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Lower Bound Limit Analysis of Masonry Arches with CFRP Reinforcements: A Numerical Method, file e398c379-4584-179a-e053-3705fe0a4cff
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18
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The efficiency of mechanical anchors in CFRP strengthening of masonry: an experimental analysis, file e398c379-4527-179a-e053-3705fe0a4cff
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16
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Finite deformation non-isotropic elasto-plasticity with evolving structural tensors. A framework, file e398c379-458a-179a-e053-3705fe0a4cff
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8
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The Groin Vaults of St. John Hospital in Jerusalem: An Experimental Analysis on a Scale Model, file e398c37a-b452-179a-e053-3705fe0a4cff
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8
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Shear strength of brick masonry walls assembled with different types of mortar, file e398c378-e776-179a-e053-3705fe0a4cff
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6
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Effects of interlayer weathering on the structural behaviour of laminated glass structures, file e398c37a-66df-179a-e053-3705fe0a4cff
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6
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Single lap shear tests of masonry curved pillars externally strengthened by CFRP strips, file e398c382-4ed3-179a-e053-3705fe0a4cff
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6
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Lower Bound Limit Analysis of Masonry Arches with CFRP Reinforcements: A Numerical Method, file e398c378-e25d-179a-e053-3705fe0a4cff
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5
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Weathering action on thermo-viscoelastic properties of polymer interlayers for laminated glass, file e398c379-49d4-179a-e053-3705fe0a4cff
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5
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Micro-mechanical FE numerical model for masonry curved pillars reinforced with FRP strips subjected to single lap shear tests, file e398c382-5a3c-179a-e053-3705fe0a4cff
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5
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Curved masonry pillars reinforced with anchored CFRP sheets: An experimental analysis, file e398c37e-2edf-179a-e053-3705fe0a4cff
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4
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Mechanical, structural and seismic behavior of rammed earth constructions, file da233876-1c4a-4e6a-a20a-79ba5d37f184
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3
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An experimental analysis about the effects of mortar joints on the efficiency of anchored CFRP-to-masonry reinforcements, file e398c378-81fb-179a-e053-3705fe0a4cff
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3
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Prove di compressione diagonale e taglio su differenti tipologie di murature, file e398c378-bffe-179a-e053-3705fe0a4cff
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3
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Jute fabric to improve the mechanical properties of rammed earth constructions, file e398c378-f6f0-179a-e053-3705fe0a4cff
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3
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The efficiency of mechanical anchors in CFRP strengthening of masonry: an experimental analysis, file e398c378-fc8b-179a-e053-3705fe0a4cff
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3
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Peeling tests on reinforced earth specimens, file e398c379-7d3a-179a-e053-3705fe0a4cff
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3
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Single lap shear tests of masonry curved pillars externally strengthened by CFRP strips, file e398c37d-6f31-179a-e053-3705fe0a4cff
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3
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Modelling of the bond behaviour of curved masonry specimens strengthened by CFRP with anchor spikes, file e398c37e-54f6-179a-e053-3705fe0a4cff
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3
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Some considerations about the effects of the bonding length on the effectiveness of spike anchors in cfrp reinforcements of masonry, file e398c37e-810a-179a-e053-3705fe0a4cff
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3
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A Finite Element Formulation for No-Tension Materials in Finite Deformations, file e398c378-8538-179a-e053-3705fe0a4cff
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2
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Finite deformation non-isotropic elasto-plasticity with evolving structural tensors. A framework, file e398c378-a705-179a-e053-3705fe0a4cff
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2
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A new Numerical Scheme for Large Deformation non-Isotropic Plasticity, file e398c378-ac27-179a-e053-3705fe0a4cff
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2
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Experimental global analysis of the efficiency of carbon fiber anchors applied over CFRP strengthened bricks, file e398c378-deb8-179a-e053-3705fe0a4cff
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2
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Analysis of rammed earth arches strengthened with natural fibers, file e398c378-e2a4-179a-e053-3705fe0a4cff
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2
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Experimental determination and numerical description of viscoelastic properties of glass interlayer, file e398c378-ebea-179a-e053-3705fe0a4cff
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2
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Dynamic torsion tests to characterize the thermo-viscoelastic properties of polymeric interlayers for laminated glass, file e398c378-f306-179a-e053-3705fe0a4cff
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2
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Weathering of laminated glass - Degradation of interlayer mechanical properties, file e398c378-fbf9-179a-e053-3705fe0a4cff
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2
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On the mechanical behaviour of anchored CFRP-to-masonry reinforcements, file e398c37a-6909-179a-e053-3705fe0a4cff
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2
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Bonding capacity of jute fabric reinforcements of earthen structural elements. An experimental analysis, file e398c37a-71aa-179a-e053-3705fe0a4cff
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2
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Experimental investigation on out-of-plane behavior of masonry panels strengthened with CFRP sheets, file e398c37d-366c-179a-e053-3705fe0a4cff
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2
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Laminated Glass Beams Subjected to Artificial Solar Radiation, file e398c37d-561d-179a-e053-3705fe0a4cff
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2
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Jute fabric as a reinforcement for rammed earth structures, file e398c37e-172d-179a-e053-3705fe0a4cff
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2
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Advanced and Simplified Modeling Approaches for the Study of the Bond Behavior of FRP Systems on Curved Masonry Substrates, file 0ec2031a-168e-4d96-992a-d87df279931f
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1
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Numerical study of the effect of Post-Liquefaction settlements on the response of infilled RC-frames, file d65a6b19-24a6-4f0c-8964-9da8c217cfbb
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1
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The dome-behavior analysis of the groin vault in the St. John Hospital in the Old City of Jerusalem, file e398c378-afbd-179a-e053-3705fe0a4cff
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1
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La chiesa di S. Maria del Soccorso a L'Aquila, file e398c378-c4bf-179a-e053-3705fe0a4cff
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1
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Analisi sperimentale di un modello in scala, rinforzato e non, del sistema di volte a crociera dell'Ospedale di St. John a Gerusalemme, file e398c378-ca62-179a-e053-3705fe0a4cff
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1
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Una tecnica di rinforzo mediante tessuto di juta
di elementi strutturali in terra cruda, file e398c378-e2a5-179a-e053-3705fe0a4cff
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1
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Some considerations on the efficiency of carbon fiber anchors applied on CFRP sheets reinforcements of masonry elements, file e398c378-e2a6-179a-e053-3705fe0a4cff
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1
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Mechanical behaviour of earthen structural elements reinforced with jute fabric, file e398c378-f568-179a-e053-3705fe0a4cff
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1
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The effects of mortar joints on the efficiency of anchored CFRP sheets reinforcements of brick-masonry, file e398c379-452f-179a-e053-3705fe0a4cff
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1
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Model of Anisotropic Elastoplasticity in Finite Deformations Allowing for the Evolution of the Symmetry Group, file e398c37b-341a-179a-e053-3705fe0a4cff
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1
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Strength evaluation of jute fabric for the reinforcement of rammed earth structures, file e398c37b-593b-179a-e053-3705fe0a4cff
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1
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Experimental and numerical analysis of the structural behaviour of the groin vaults system of St. John Hospital in Jerusalem, file e398c37c-7be0-179a-e053-3705fe0a4cff
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1
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The adhesion between CFRP sheet reinforcements and masonry arches: an experimental analysis, file e398c37c-7c4f-179a-e053-3705fe0a4cff
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1
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Coupled interface-based modelling approach for the numerical analysis of curved masonry specimens strengthened by CFRP, file e398c37d-c7bf-179a-e053-3705fe0a4cff
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1
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The influence of the joint thickness on the adhesion between CFRP reinforcements and masonry arches, file e398c37d-de79-179a-e053-3705fe0a4cff
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1
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Advanced non-linear numerical modeling of masonry groin vaults of major historical importance: St John Hospital case study in Jerusalem, file e398c37e-591f-179a-e053-3705fe0a4cff
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1
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Numerical Constitutive Models of Low Tensile Strength Materials for the Description of Mechanical Behavior of Rammed Earth Masonry, file e398c37e-885c-179a-e053-3705fe0a4cff
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1
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Development of an interface numerical model for C-FRPs applied on flat and curved masonry pillars, file e398c37f-3ff4-179a-e053-3705fe0a4cff
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1
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Heterogeneous FE model for single lap shear tests on FRP reinforced masonry curved pillars with spike anchors, file e398c37f-93d9-179a-e053-3705fe0a4cff
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1
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Influence of different set-up parameters on the bond behavior of FRCM composites, file e398c381-4dd7-179a-e053-3705fe0a4cff
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1
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Micro-mechanical FE modelling and constitutive parameters calibration of masonry panels strengthened with CFRP sheets, file e398c381-e07e-179a-e053-3705fe0a4cff
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1
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519 |