D'ANTINO, TOMMASO
 Distribuzione geografica
Continente #
NA - Nord America 4.637
EU - Europa 2.198
AS - Asia 1.134
SA - Sud America 42
AF - Africa 39
OC - Oceania 13
Continente sconosciuto - Info sul continente non disponibili 3
Totale 8.066
Nazione #
US - Stati Uniti d'America 4.525
IT - Italia 1.133
SG - Singapore 353
CN - Cina 237
AT - Austria 231
VN - Vietnam 192
SE - Svezia 148
GB - Regno Unito 108
CA - Canada 107
FI - Finlandia 99
JO - Giordania 94
ES - Italia 85
IE - Irlanda 85
DE - Germania 78
NL - Olanda 70
IN - India 52
IR - Iran 46
ID - Indonesia 43
PT - Portogallo 41
FR - Francia 29
BR - Brasile 25
TR - Turchia 24
UA - Ucraina 23
GR - Grecia 21
HK - Hong Kong 18
BE - Belgio 15
KR - Corea 14
QA - Qatar 13
AU - Australia 12
BJ - Benin 11
CI - Costa d'Avorio 10
JP - Giappone 10
PK - Pakistan 10
MO - Macao, regione amministrativa speciale della Cina 9
DZ - Algeria 7
PE - Perù 5
CH - Svizzera 4
CY - Cipro 4
CZ - Repubblica Ceca 4
EG - Egitto 4
NO - Norvegia 4
RO - Romania 4
BO - Bolivia 3
CL - Cile 3
CO - Colombia 3
EU - Europa 3
HR - Croazia 3
MX - Messico 3
PL - Polonia 3
RU - Federazione Russa 3
BD - Bangladesh 2
EE - Estonia 2
LT - Lituania 2
MY - Malesia 2
NG - Nigeria 2
NP - Nepal 2
PS - Palestinian Territory 2
SA - Arabia Saudita 2
SI - Slovenia 2
TN - Tunisia 2
VE - Venezuela 2
ZA - Sudafrica 2
AE - Emirati Arabi Uniti 1
AN - Antille olandesi 1
AR - Argentina 1
CU - Cuba 1
GE - Georgia 1
IL - Israele 1
IQ - Iraq 1
MU - Mauritius 1
NZ - Nuova Zelanda 1
RS - Serbia 1
TW - Taiwan 1
Totale 8.066
Città #
Fairfield 660
Woodbridge 454
Chandler 379
Ashburn 359
Houston 307
Wilmington 291
Seattle 274
Singapore 253
Cambridge 242
Vienna 226
Milan 215
Ann Arbor 161
Boardman 153
Dong Ket 131
Santa Clara 125
Dearborn 108
Medford 97
Lawrence 96
Amman 94
Beijing 81
Ottawa 80
Dublin 79
Helsinki 69
Málaga 68
San Diego 52
Turin 51
Redwood City 45
Jakarta 43
Old Bridge 40
Rome 37
Florence 32
Guangzhou 27
Cleveland 23
London 19
Padova 19
Norwalk 15
Shanghai 15
Brussels 14
Aachen 13
Brooklyn 13
Doha 13
Istanbul 13
Sherbrooke 13
Bari 12
Braga 12
Nanjing 12
Palermo 12
Varzo 12
Athens 11
Cotonou 11
Hounslow 11
Legnano 11
Abidjan 10
Amsterdam 10
Des Moines 10
Lappeenranta 10
Santhià 10
Tehran 10
Mountain View 9
Rolla 9
Central 8
Chennai 8
Spinea 8
Barcelos 7
Bologna 7
Napoli 7
Rio de Janeiro 7
Torino 7
Alpignano 6
Catania 6
Falkenstein 6
Madrid 6
New York 6
Princeton 6
Redmond 6
Saronno 6
Sheffield 6
Wuhan 6
Xian 6
Adelaide 5
Auburn Hills 5
Berlin 5
Cassano D'adda 5
Conflans-Sainte-Honorine 5
Frankfurt am Main 5
Hangzhou 5
Hayes 5
Kunming 5
Lima 5
Lisbon 5
Murano 5
Pioltello 5
Portland 5
Scandicci 5
São Paulo 5
Tianjin 5
Tokyo 5
Zhengzhou 5
Bengaluru 4
Changsha 4
Totale 5.909
Nome #
Estimation of a matrix-fiber interface cohesive material law in FRCM-concrete joints 190
Experimental investigation of tensile and bond properties of Carbon-FRCM composites for strengthening masonry elements 170
Evaluation of the effectiveness of current guidelines in determining the strength of RC beams retrofitted by means of NSM reinforcement 157
Effect of the environment on the performance of GFRP reinforcing bars 154
Fiber reinforced composites with cementitious (Inorganic) matrix 153
Durability of glass FRP reinforcing bars: A state of the art 128
Analytical assessment of the stress-transfer mechanism in FRCM composites 126
Durability of textile reinforced mortar (TRM) systems 122
A comparison of the bond behavior of PBO-FRCM composites determined by double-lap and single-lap shear tests 120
Performance of different types of FRCM composites applied to a concrete substrate 118
Analytical solution of the bond behavior of FRCM composites using a rigid-softening cohesive material law 117
Assessment of current guideline formulations for flexural strengthening of reinforced concrete beams using NSM reinforcement 109
Out-of-plane maximum resisting bending moment of masonry walls strengthened with FRCM composites 108
Accuracy of design-oriented formulations for evaluating the flexural and shear capacities of FRP-strengthened RC beams 107
Fatigue and post-fatigue behavior of PBO FRCM-concrete joints 102
Characterization of Fabric Reinforced Cementitious Matrix (FRCM) Composites for Structural Retrofitting 102
A new pull-out test to study the bond behavior of fiber reinforced cementitious composites 101
Mechanical characterization of textile reinforced inorganic-matrix composites 100
An Investigation of PBO FRCM-Concrete joint behavior using a three-dimensional numerical approach 100
Intermediate crack induced debonding in steel beams reinforced with CFRP plates under fatigue loading 100
A bending test set-up for the investigation of the bond properties of FRCM strengthenings applied to masonry substrates 100
Role of the matrix layers in the stress-transfer mechanism of FRCM composites bonded to a concrete substrate 98
Influence of the substrate characteristics on the bond behavior of PBO FRCM-concrete joints 96
An analytical method to estimate the resisting bending moment of FRCM strengthened masonry walls subjected to out-of-plane load 96
New Italian guidelines for design of externally bonded Fabric-Reinforced Cementitious Matrix (FRCM) systems for repair and strengthening of masonry and concrete structures 96
Bond between EBR FRP and concrete 95
Three-Dimensional Numerical Modeling of Single-Lap Direct Shear Tests of FRCM-Concrete Joints Using a Cohesive Damaged Contact Approach 95
Application of Externally Bonded Inorganic-Matrix Composites to Existing Masonry Structures 95
Diagonal compression of masonry walls strengthened with composite reinforced mortar 94
Influence of sustained stress on the durability of glass FRP reinforcing bars 93
Diagonal shear behavior of historic walls strengthened with composite reinforced mortar (CRM) 91
In-situ experimental tests on masonry panels strengthened with Textile Reinforced Mortar composites 90
Three-dimensional finite element modeling of inorganic-matrix composite materials using a mesoscale approach 89
Analytical Bond-Slip Model for Fiber-Reinforced Cementitious Matrix-Concrete Joints Based on Strain Measurements 89
Matrix-fiber bond behavior in PBO FRCM composites: A fracture mechanics approach 86
Influence of hygrothermal ageing on the mechanical properties of CFRP-concrete joints and of their components 86
Bond behaviour and sustainability of Fibre reinforced cementitious matrix composites applied to masonry elements 85
Consolidamento delle strutture. Guida ai criteri, ai materiali e alle tecniche più utilizzati 83
Comparison between different tensile test set-ups for the mechanical characterization of inorganic-matrix composites 83
Effect of the inherent eccentricity in single-lap direct-shear tests of PBO FRCM-concrete joints 82
An indirect method to calibrate the interfacial cohesive material law for FRCM-concrete joints 82
Long-term behavior of GFRP reinforcing bars 82
Bond between FRP composites and concrete: Assessment of design procedures and analytical models 80
Experimental investigation on existing precast PRC elements strengthened with cementitious composites 80
Experimental procedures for the mechanical characterization of composite reinforced mortar (CRM) systems for retrofitting of masonry structures 80
Behavior of RC beams strengthened in shear with FRP and FRCM composites 79
Confinement of RC elements by means of EBR FRP systems 78
Behavior of concrete beams reinforced with steel bars or thermoset and thermoplastic resin GFRP bars 76
Experimental behavior of glass-FRCM Composites Applied onto Masonry and Concrete Substrates 76
Durability of fabric-reinforced cementitious matrix (FRCM) composites: A review 75
Investigation of the Bond Behavior of the PBO Fiber-Reinforced Cementitious Matrix Composite-Concrete Interface 74
Shear Strength Model for RC Beams with U-Wrapped FRCM Composites 71
Experimental behaviour of existing precast prestressed reinforced concrete elements strengthened with cementitious composites 71
Structural repointing of masonry structures 69
Advances in Knowledge of the Fracture Properties of Cohesive Materials: Fired-Clay and Tuff Bricks 69
Interfacial bond characteristics of fiber reinforced cementitious matrix for external strengthening of reinforced concrete members 66
Stress redistribution in glass fibers of G-FRCM composites 66
Analytical modelling of the tensile response of pbo-frcm composites 65
Intermediate debonding on cracked steel beams reinforced with CFRP plates under fatigue 60
Study of the bond behavior of frcm-masonry joints using a modified beam test 59
Fatigue Behavior of FRCM Strengthened RC Beams: State of the Art and Future Developments 59
Experimental Investigation of Glass and Carbon FRCM Composite Materials Applied onto Concrete Supports 58
Fatigue Behavior of PBO FRCM Composite Applied to Concrete Substrate 57
Experimental and analytical investigation of PBO FRCM-concrete bond behavior using direct and indirect shear test set-ups 57
Bond behaviour of basalt FRCM composites applied on RC elements 57
Adhesively Bonded FRP Composites for Strengthening of RC Structures: Recent Advances 57
Full-range behavior of fiber reinforced cementitious matrix (FRCM)-concrete joints using a trilinear bond-slip relationship 56
Internal and external transversal reinforcement interaction in RC beams strengthened in shear with externally bonded composites 55
Experimental Investigation on the Mechanical and Bond Properties of GFRP Anchors Adopted in FRCM-Masonry Strengthening 54
Strengthening of different types of slabs with Composite-Reinforced Mortars (CRM) 53
Shear strengthening of RC elementsby means of EBR FRP systems 52
Evaluation of external transversal reinforcement strains of RC beams strengthened in shear with FRCM composites 51
Application of a trilinear bond-slip model to FRCM-concrete joints 51
Lessons Learned on the Tensile and Bond Behavior of Fabric Reinforced Cementitious Matrix (FRCM) Composites 51
Influence of the test set-up on the bond behavior of FRCM composites 50
Design of FRCM Strengthened Masonry Walls Subjected to Out-of-Plane Loading According to CNR-DT 215: Discussion of the α Coefficient 47
Assessments of current models for FRP shear strengthened reinforced concrete beams 47
Study of the matrix-fiber bond behavior of carbon and glass FRCM composites 47
Stress transferred at the main shear crack of reinforced concrete beams strengthened with U-wrapped inorganic-matrix composites 46
General Analytical Model for the Bond Capacity of NSM FRP-Concrete Joints 46
Some key aspects in the mechanics of stress transfer between srg and masonry 46
Study of the influence of interface normal stresses on the bond behavior of FRCM composites using direct shear and modified beam tests 45
The role of the fiber–matrix interfacial properties on the tensile behavior of FRCM coupons 44
Numerical Study of the Effective Lap-Splice Length of FRCM Composites 43
Shear behavior of RC structural members strengthened with FRP materials: A three dimensional numerical approach 42
Numerical analysis of PBO FRCM-concrete joints 41
Effect of wet-dry cycles on the bond behavior of fiber-reinforced inorganic-matrix systems bonded to masonry substrates 41
Durability of a Glass Fabric-Reinforced Cementitious Matrix Composite under Different Environmental Conditions 40
Bending and shear behavior of historic walls strengthened with composite reinforced mortar 37
Relationship between the effective strain of PBO FRCM-strengthened RC beams and the debonding strain of direct shear tests 36
Low-and high-cycle fatigue behavior of FRCM composites 36
A method to calculate the support length of beams resting on masonry walls 36
Effect of cyclic load on the tensile behavior of a PBO FRCM composite 35
Experimental analysis of the bond behavior of glass, carbon, and steel FRCM composites 35
Characterization and Design of Multilayer PBO FRCM Composite Reinforcements for Concrete Structures 35
Use of bending test to determine the tensile strength and elastic modulus of GFRP bars 33
A Cohesive Contact Algorithm to Describe the Multi-axial Bond Behavior of FRCM Composites 32
Shear strength contribution provided by inorganic-matrix composites fully wrapped around reinforced concrete beams 31
Tensile and compressive behavior of thermoset and thermoplastic GFRP bars 31
Study of the Bond Capacity of FRCM- and SRG-Masonry Joints 31
Totale 7.565
Categoria #
all - tutte 35.408
article - articoli 19.154
book - libri 227
conference - conferenze 4.539
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 11.488
Totale 70.816


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.270 0 0 0 0 185 223 220 162 184 91 135 70
2020/20211.252 69 150 93 65 105 115 63 66 95 77 102 252
2021/2022906 64 44 48 53 92 102 34 61 100 59 111 138
2022/20231.421 134 104 39 107 147 156 53 98 248 146 110 79
2023/2024921 141 102 64 59 83 72 43 65 49 93 46 104
2024/2025787 43 180 70 86 408 0 0 0 0 0 0 0
Totale 8.249