| Nome |
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Evaluation of engineering properties of calcium sulfoaluminate cement-based concretes reinforced with different types of fibers, file e0c31c0e-7807-4599-e053-1705fe0aef77
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176
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Response of Connections between Concrete Corbels and Safety Barriers, file e0c31c0f-370c-4599-e053-1705fe0aef77
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137
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Bending-shear response of self-consolidating and high-performance reinforced concrete beams, file e0c31c0d-3e31-4599-e053-1705fe0aef77
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135
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Response of steel fiber reinforced high strength concrete beams: Experiments and code predictions, file e0c31c11-3f52-4599-e053-1705fe0aef77
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128
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Laminated Glass Cantilevered Plates under Static and Impact Loading, file e0c31c0c-9828-4599-e053-1705fe0aef77
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118
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Adhesive anchors in high performance concrete, file e0c31c0e-2b46-4599-e053-1705fe0aef77
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108
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Post-failure behavior of laminated glass beams using different interlayers, file e0c31c10-11e4-4599-e053-1705fe0aef77
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95
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Cold bending of vertical glass plates: Wind loads and geometrical instabilities, file e0c31c0f-f993-4599-e053-1705fe0aef77
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91
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Structural analysis and design of reinforced concrete bridge corbels, file e0c31c10-7e28-4599-e053-1705fe0aef77
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87
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Parametric Analyses of the Response of Masonry Walls with Reinforced Plaster, file b05988bf-6928-4183-ad94-1135a14e52d3
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83
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Tensile capacity of adhesive anchors in damaged masonry, file e0c31c12-73da-4599-e053-1705fe0aef77
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80
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Properties of limestone self-compacting concrete at fresh and hardened state, file e0c31c0d-beef-4599-e053-1705fe0aef77
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73
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Long-term behavior of self-compacting and normal vibrated concrete: Experiments and code predictions, file e0c31c11-4521-4599-e053-1705fe0aef77
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68
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Sustainable Concretes for Structural Applications, file e0c31c0f-2edb-4599-e053-1705fe0aef77
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67
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Reliability and Design Issues of Bonded Anchors Installed Using Different Techniques, file e0c31c0f-2ed9-4599-e053-1705fe0aef77
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57
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Size and shape effect in the pull-out of FRP reinforcement from concrete, file e0c31c11-4ee7-4599-e053-1705fe0aef77
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55
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Post-failure behavior of 2-ply laminated glass plates with different interlayers, file e0c31c12-b5be-4599-e053-1705fe0aef77
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38
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Retrofitting of masonry structures with composites materials. Experimental and numerical results, file e0c31c09-67be-4599-e053-1705fe0aef77
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29
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Pull out of FRP reinforcement from masonry pillars: Experimental and numerical results, file e0c31c0e-409e-4599-e053-1705fe0aef77
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26
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Experimental and Numerical Study on the Anchorage of Safety Barriers to Bridge Corbels, file e0c31c0e-fd89-4599-e053-1705fe0aef77
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24
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Damage in glass-concrete composite panels, file e0c31c11-36af-4599-e053-1705fe0aef77
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19
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Seismic Vulnerability Evaluation of a Historical Masonry Tower: Comparison between Different Approaches, file 0b6658d0-669b-449c-8421-72fa7ce8cdbb
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12
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Review of the Main Mechanical Testing Methods for Interlayer Characterization in Laminated Glass, file 77bfcb19-552d-499d-b485-cf79e775621c
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11
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Long-term behavior of self-compacting and normal vibrated concrete: Experiments and code predictions, file e0c31c0c-1d00-4599-e053-1705fe0aef77
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10
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Steel mesh reinforced coating characterization for masonry upgrading, file 5acabe6e-19de-4420-b499-ecf2f098d1eb
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9
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Response of steel fiber reinforced high strength concrete beams: Experiments and code predictions, file e0c31c0a-5449-4599-e053-1705fe0aef77
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7
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Assessment of bridge Post‐Tensioning systems using non‐destructive (ND) inspection methods, file 659e4b47-2788-402f-b951-0c0cc97e456f
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5
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Experimental characterization of bond strength in FRP-reinforced concrete specimens, file e0c31c07-f602-4599-e053-1705fe0aef77
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5
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Damage in glass-concrete composite panels, file e0c31c09-c673-4599-e053-1705fe0aef77
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5
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Properties of limestone self-compacting concrete at fresh and hardened state, file e0c31c08-24dd-4599-e053-1705fe0aef77
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4
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Constitutive relationships of different interlayer materials for laminated glass, file e0c31c0f-996f-4599-e053-1705fe0aef77
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4
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Experimental Behaviour of Fastener Strengthened Full Scale T-wall Under Out-of-Plane Loading, file 6af06bb6-09c2-4c3b-b486-cc9ff6073042
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3
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Adhesive anchors in high performance concrete, file e0c31c09-5937-4599-e053-1705fe0aef77
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3
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Post-failure behavior of laminated glass beams using different interlayers, file e0c31c0c-1315-4599-e053-1705fe0aef77
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3
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Numerical assessment of laminated cantilevered glass plates with point fixings, file e0c31c0f-6179-4599-e053-1705fe0aef77
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3
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END ANCHORAGE WITH POSTINSTALLED REINFORCING BARS: THE NEW TR069 DESIGN APPROACH, file e0c31c12-7b6b-4599-e053-1705fe0aef77
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3
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Effect of size on the shear strength between old to new concrete interface, file 14247458-7f89-4458-9989-3ca6d3a324e8
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2
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Calculation of the interface resistance in RC construction using different codes, file 85ff0632-8924-4c6b-8445-9efd5c14fa0d
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2
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La scuola allo specchio / School in the mirror, file b3a60a60-3bdf-48c0-acfa-140179a5d14c
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2
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Bending-shear response of self-consolidating and high-performance reinforced concrete beams, file e0c31c08-203d-4599-e053-1705fe0aef77
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2
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Wedge-type expansion anchors in high-performance concrete, file e0c31c08-3b86-4599-e053-1705fe0aef77
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2
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Size and shape effect in the pull-out of FRP reinforcement from concrete, file e0c31c0a-6d86-4599-e053-1705fe0aef77
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2
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Tensile behavior of different anchor channel connections, file e0c31c11-d662-4599-e053-1705fe0aef77
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2
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Experimental Characterization, Modeling, and Numerical Evaluation of a Novel Friction Damper for the Seismic Upgrade of Existing Buildings, file 2cffe152-c8dd-42c8-877f-4c253a5d0bc0
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1
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Progressive damage and fracture of laminated glass beams, file e0c31c07-d320-4599-e053-1705fe0aef77
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1
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Post-installed anchors under seismic action, file e0c31c07-eb51-4599-e053-1705fe0aef77
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1
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Assessment of historical masonry pillars reinforced by CFRP strips, file e0c31c08-24d9-4599-e053-1705fe0aef77
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1
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Pull out of FRP reinforcement from masonry pillars: Experimental and numerical results, file e0c31c08-2990-4599-e053-1705fe0aef77
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1
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A simple model to explain the effect of different boundary conditions in direct tensile tests, file e0c31c08-394e-4599-e053-1705fe0aef77
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1
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Self-Consolidating Concrete, file e0c31c08-3f11-4599-e053-1705fe0aef77
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1
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Behavior of self-compacting reinforced concrete beams, file e0c31c08-3fdb-4599-e053-1705fe0aef77
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1
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Experimental investigation on post-installed metal anchors subjected to seismic loading in R/C members, file e0c31c08-4659-4599-e053-1705fe0aef77
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1
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Shrinkage and temperature effects in glass-concrete composite panels, file e0c31c09-46a2-4599-e053-1705fe0aef77
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1
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FAILURE OF GLASS CONCRETE COMPOSITE PANELS, file e0c31c0b-f208-4599-e053-1705fe0aef77
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1
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Formulation of a novel OpenSees element for FPS bearings with enhanced friction model, file e0c31c0d-a13b-4599-e053-1705fe0aef77
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1
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The seismic behaviour of a kit for connection of precast concrete façade elements to concrete structures, file e0c31c0e-7806-4599-e053-1705fe0aef77
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1
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Design of anchorages in connections using post-installed reinforcing bars, file e0c31c12-9d44-4599-e053-1705fe0aef77
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1
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| Totale |
1.809 |