| Nome |
# |
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The technical causes of the collapse of Annone overpass on SS.36, file e0c31c0c-4127-4599-e053-1705fe0aef77
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2.007
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A design approach for tunnels exposed to blast and fire, file e0c31c0e-b224-4599-e053-1705fe0aef77
|
479
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|
Analytical and numerical prediction of the bending behaviour of textile reinforced concrete sandwich beams, file e0c31c0c-5afb-4599-e053-1705fe0aef77
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325
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Precast TRC sandwich panels for energy retrofitting of existing residential buildings: full-scale testing and modelling, file e0c31c11-9ecb-4599-e053-1705fe0aef77
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228
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Bending behaviour of Textile Reinforced Concrete sandwich beams, file e0c31c0e-42bb-4599-e053-1705fe0aef77
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183
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THE ROLE OF THE STRUCTURAL CHARACTERISTIC LENGTH IN FRC STRUCTURES, file e0c31c0a-b0e8-4599-e053-1705fe0aef77
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180
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Flexural impact response of textile-reinforced aerated concrete sandwich panels, file e0c31c0d-fbc1-4599-e053-1705fe0aef77
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149
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Numerical validation of a dowel action triple-block test set-up, file e0c31c0e-cfc3-4599-e053-1705fe0aef77
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134
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Performance of a shock tube facility for impact response of structures, file e0c31c0d-d67f-4599-e053-1705fe0aef77
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123
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Bending behavior of cement-based multi-layered roof elements, file e0c31c11-bfa5-4599-e053-1705fe0aef77
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121
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Mechanical behaviour of TRC composites: Experimental and analytical approaches, file e0c31c0e-060d-4599-e053-1705fe0aef77
|
111
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Tensile behavior of textile reinforced concrete subjected to freezing-thawing cycles in un-cracked and cracked regimes, file e0c31c0e-3f74-4599-e053-1705fe0aef77
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102
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Textile reinforced concrete composites for existing structures: Performance optimization via mechanical characterization, file e0c31c0d-3727-4599-e053-1705fe0aef77
|
96
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TRC precast Façade sandwich panel for energy retrofitting of existing buildings, file e0c31c0e-4110-4599-e053-1705fe0aef77
|
92
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Characterization tests for predicting the mechanical performance of SFRC floors: design considerations, file e0c31c10-9c4b-4599-e053-1705fe0aef77
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92
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High performance steel fibre reinforced concrete: residual
behaviour at high temperature, file e0c31c0e-605f-4599-e053-1705fe0aef77
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90
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Biaxial bending of SFRC slabs: Is conventional reinforcement necessary?, file e0c31c0d-40b1-4599-e053-1705fe0aef77
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84
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Innovative SFRC applications: an industrial building in Como, file e0c31c0d-71d3-4599-e053-1705fe0aef77
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80
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Validation of a Computational Approach to Predict Bursting Pressure of Scored Steel Plates, file e0c31c0d-4c66-4599-e053-1705fe0aef77
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77
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Correction to: Biaxial bending of SFRC slabs: Is conventional reinforcement necessary? (Materials and Structures, (2019), 52, 1, (1), 10.1617/s11527-018-1302-0), file e0c31c10-6079-4599-e053-1705fe0aef77
|
77
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Characterization tests for predicting the mechanical performance of SFRC floors: identification of fibre distribution and orientation effects, file e0c31c10-c035-4599-e053-1705fe0aef77
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74
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Dynamic response and energy absorption of mineral-phenolic foam subjected to shock loading, file e0c31c0e-a579-4599-e053-1705fe0aef77
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64
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Bearing capacity assessment of a 14th century arch bridge in Lecco (Italy), file e0c31c11-aaae-4599-e053-1705fe0aef77
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57
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FRCM ottimizzati per il rinforzo di strutture esistenti, file e0c31c10-fcf8-4599-e053-1705fe0aef77
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53
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Il Calcestruzzo Fibrorinforzato - The Fbre-Reinforced Cocnrete, file e0c31c0e-41a8-4599-e053-1705fe0aef77
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50
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TRC sandwich panel for energy retrofitting exposed to environmental thermal actions, file e0c31c12-da83-4599-e053-1705fe0aef77
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50
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Numerical modeling of FRCM composites for the seismic retrofitting of existing concrete structures, file e0c31c11-566b-4599-e053-1705fe0aef77
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43
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Effect of Textile Characteristics on the AR-Glass Fabric Efficiency, file e0c31c12-7cb6-4599-e053-1705fe0aef77
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41
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SFRC exposed to high temperature: Hot vs. residual characterization for thin walled elements, file e0c31c0e-41a3-4599-e053-1705fe0aef77
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29
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Experimental study on SFRC beams and slabs strengthened with FRCM composite materials, file e0c31c11-11e7-4599-e053-1705fe0aef77
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21
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Mechanical characterization and modelling of Ultra High Performance Fiber Reinforced Concrete, file 15b09dc6-8f45-4793-8b8e-4024839b9df2
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15
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TRC SANDWICH SOLUTION FOR ENERGY RETROFITTING, file 42e56d0d-0f79-4473-919f-46a69a66453e
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11
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Layered high-performance concrete plates interacting with granular soil under blast loads: an experimental investigation, file e0c31c08-17bf-4599-e053-1705fe0aef77
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9
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The role of concrete substrate roughness on externally bonded Fabric-Reinforced Cementitious Matrix (FRCM) layers, file e0c31c11-5913-4599-e053-1705fe0aef77
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8
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Sandwich structures for sustainable buildings, file e0c31c0f-20dc-4599-e053-1705fe0aef77
|
7
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Robustness of RC girder bridges: The case of half-joint bridges, file 0fde3deb-3e67-4cab-a084-f5d941c4a5bc
|
5
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High performance steel fibre reinforced concrete: residual
behaviour at high temperature, file e0c31c07-becb-4599-e053-1705fe0aef77
|
5
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Bearing capacity assessment of a 14th century arch bridge in Lecco (Italy), file e0c31c0b-9279-4599-e053-1705fe0aef77
|
5
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Lightweight TRC sandwich panels with sustainable diatomite-based core for energy retrofitting of existing buildings, file e0c31c0e-cad1-4599-e053-1705fe0aef77
|
5
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The basis for ductility evaluation in SFRC structures in MC2020: An investigation on slabs and shallow beams, file dfe22860-4a9c-41a0-8224-ec88cef3cb03
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4
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null, file e0c31c09-e658-4599-e053-1705fe0aef77
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4
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Annone overpass: assessment of reinforcement damage effects on collapse, file e0c31c0e-d4cb-4599-e053-1705fe0aef77
|
4
|
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A New Shock Tube Facility for Tunnel Safety, file e0c31c07-e4c7-4599-e053-1705fe0aef77
|
3
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Validation of a Computational Approach to Predict Bursting Pressure of Scored Steel Plates, file e0c31c08-2336-4599-e053-1705fe0aef77
|
3
|
|
TRC precast Façade sandwich panel for energy retrofitting of existing buildings, file e0c31c09-701b-4599-e053-1705fe0aef77
|
3
|
|
R/C SLABS SUBJECTED TO FIRE AND BLAST, file e0c31c0e-cfc4-4599-e053-1705fe0aef77
|
3
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Fibre Reinforced Concrete as a sustainable choice in Civil Engineering, file e0c31c0e-cfc8-4599-e053-1705fe0aef77
|
3
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Structural performance of reinforced concrete dapped-end beams: a preliminary experimental and numerical investigation, file e0c31c12-3ea2-4599-e053-1705fe0aef77
|
3
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Textile Reinforced Concrete: experimental investigation on design parameters, file e0c31c08-10d9-4599-e053-1705fe0aef77
|
2
|
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Fibre-reinforced concrete in fib Model Code 2010: principles, models and test validation, file e0c31c08-1a3a-4599-e053-1705fe0aef77
|
2
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Performance of a shock tube facility for impact response of structures, file e0c31c08-d143-4599-e053-1705fe0aef77
|
2
|
|
Heated reinforced concrete slabs subjected to blast load: Experimental and numerical results, file e0c31c11-250f-4599-e053-1705fe0aef77
|
2
|
|
Experimental investigation on the structural response of RC slabs subjected to combined fire and blast, file e0c31c11-2513-4599-e053-1705fe0aef77
|
2
|
|
Preliminary estimation of the mechanical response of FRCM-strengthened RC shallow beams, file e0c31c12-4699-4599-e053-1705fe0aef77
|
2
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Application of an analytical method for the design for robustness of RC flat slab buildings, file e0c31c12-513c-4599-e053-1705fe0aef77
|
2
|
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Pull-Out Tests on AR-Glass Fabrics Embedded in Plain and Fibre-Reinforced Cementitious Mortars, file 66757e11-863b-490e-b5cf-69e334c5ce4b
|
1
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Textile reinforced mortar at high temperatures, file e0c31c07-edd0-4599-e053-1705fe0aef77
|
1
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Tensile behaviour of textile: influence of multilayer reinforcement, file e0c31c07-fafc-4599-e053-1705fe0aef77
|
1
|
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Textile Reinforced Concrete: experimental investigation on design parameters, file e0c31c08-10d7-4599-e053-1705fe0aef77
|
1
|
|
Il Calcestruzzo Fibrorinforzato - The Fbre-Reinforced Cocnrete, file e0c31c08-21e7-4599-e053-1705fe0aef77
|
1
|
|
FLEXURAL BEHAVIOR OF FIBER AND TEXTILE REINFORCED HPC THIN PLATES, file e0c31c08-310d-4599-e053-1705fe0aef77
|
1
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SFRC D-Regions: size effects in bottle-shaped struts, file e0c31c08-3484-4599-e053-1705fe0aef77
|
1
|
|
Dynamic response and energy absorption of mineral-phenolic foam subjected to shock loading, file e0c31c09-459e-4599-e053-1705fe0aef77
|
1
|
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A design approach for tunnels exposed to blast and fire, file e0c31c09-4c9b-4599-e053-1705fe0aef77
|
1
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Bending behaviour of Textile Reinforced Concrete sandwich beams, file e0c31c09-6a4d-4599-e053-1705fe0aef77
|
1
|
|
SFRC exposed to high temperature: Hot vs. residual characterization for thin walled elements, file e0c31c09-6a4e-4599-e053-1705fe0aef77
|
1
|
|
Flexural impact response of textile-reinforced aerated concrete sandwich panels, file e0c31c09-752f-4599-e053-1705fe0aef77
|
1
|
|
Tensile behavior of textile reinforced concrete subjected to freezing-thawing cycles in un-cracked and cracked regimes, file e0c31c09-77a8-4599-e053-1705fe0aef77
|
1
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TUNNEL DESIGN IN CASE OF INTERNAL EXPLOSION: TRADITIONAL VS SEGMENT SOLUTION, file e0c31c0f-34fe-4599-e053-1705fe0aef77
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1
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A Design Approach to Evaluate the Load-Carrying Capacity of Reinforced Concrete Slabs Considering Tensile Membrane Action, file e0c31c0f-a3f9-4599-e053-1705fe0aef77
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1
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Fire resistance of VHPFRC thin plates, file e0c31c10-f142-4599-e053-1705fe0aef77
|
1
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Optimization of partially prefabricated HyFRC slabs, file e0c31c11-125e-4599-e053-1705fe0aef77
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1
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Material Characterization Approach for Modeling High-Strength Concrete after Cooling from Elevated Temperatures, file e0c31c11-2511-4599-e053-1705fe0aef77
|
1
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Design approaches concerning SLS and ULS in corroded structural elements, file e0c31c11-53b6-4599-e053-1705fe0aef77
|
1
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Wind Tower FRC Foundations: Research and Design, file e0c31c12-a353-4599-e053-1705fe0aef77
|
1
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| Totale |
5.446 |