RE.PUBLIC@POLIMI pubblicazioni di ricerca del Politecnico di Milano

D'ANTINO, TOMMASO
 Distribuzione geografica
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Continente #
NA - Nord America 6.597
EU - Europa 5.506
AS - Asia 3.905
SA - Sud America 1.250
AF - Africa 144
OC - Oceania 24
Continente sconosciuto - Info sul continente non disponibili 6
Totale 17.432
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Nazione #
US - Stati Uniti d'America 6.387
RU - Federazione Russa 2.257
IT - Italia 1.558
SG - Singapore 1.424
CN - Cina 1.148
BR - Brasile 1.057
VN - Vietnam 492
AT - Austria 261
GB - Regno Unito 239
DE - Germania 196
SE - Svezia 166
CA - Canada 150
NL - Olanda 141
FR - Francia 125
FI - Finlandia 120
IN - India 108
KR - Corea 108
ES - Italia 106
JO - Giordania 102
IE - Irlanda 92
HK - Hong Kong 82
AR - Argentina 75
ID - Indonesia 66
PT - Portogallo 55
IR - Iran 53
BD - Bangladesh 47
TR - Turchia 47
EC - Ecuador 39
JP - Giappone 38
GR - Grecia 37
IQ - Iraq 36
CI - Costa d'Avorio 33
MX - Messico 33
PL - Polonia 32
UA - Ucraina 31
ZA - Sudafrica 27
BE - Belgio 24
PK - Pakistan 21
AU - Australia 20
CO - Colombia 20
MA - Marocco 19
PE - Perù 17
CL - Cile 14
QA - Qatar 14
DZ - Algeria 13
UZ - Uzbekistan 13
PY - Paraguay 12
TN - Tunisia 12
BJ - Benin 11
EG - Egitto 11
SA - Arabia Saudita 11
CH - Svizzera 10
NP - Nepal 10
PH - Filippine 10
MO - Macao, regione amministrativa speciale della Cina 9
AE - Emirati Arabi Uniti 8
VE - Venezuela 8
KZ - Kazakistan 7
CZ - Repubblica Ceca 6
KE - Kenya 6
LT - Lituania 6
MY - Malesia 6
NO - Norvegia 6
RO - Romania 6
TT - Trinidad e Tobago 6
BO - Bolivia 5
EE - Estonia 5
AL - Albania 4
AZ - Azerbaigian 4
CY - Cipro 4
DK - Danimarca 4
GE - Georgia 4
IL - Israele 4
JM - Giamaica 4
MD - Moldavia 4
NG - Nigeria 4
PS - Palestinian Territory 4
TH - Thailandia 4
BH - Bahrain 3
ET - Etiopia 3
EU - Europa 3
HN - Honduras 3
HR - Croazia 3
KG - Kirghizistan 3
KH - Cambogia 3
KW - Kuwait 3
LV - Lettonia 3
MU - Mauritius 3
SI - Slovenia 3
TW - Taiwan 3
UY - Uruguay 3
XK - ???statistics.table.value.countryCode.XK??? 3
CR - Costa Rica 2
DO - Repubblica Dominicana 2
GT - Guatemala 2
NI - Nicaragua 2
NZ - Nuova Zelanda 2
OM - Oman 2
RS - Serbia 2
SK - Slovacchia (Repubblica Slovacca) 2
Totale 17.416
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Città #
Ashburn 1.036
Singapore 808
Fairfield 660
Woodbridge 455
Chandler 379
Santa Clara 367
Hefei 328
Houston 311
Wilmington 294
Milan 293
Seattle 280
Moscow 265
Vienna 248
Cambridge 243
Beijing 229
Ann Arbor 161
Boardman 155
Council Bluffs 152
Dong Ket 131
Dearborn 108
Ho Chi Minh City 108
Los Angeles 108
Amman 102
Medford 97
Lawrence 96
London 92
Dublin 85
Seoul 85
Ottawa 80
São Paulo 76
Turin 72
Hanoi 70
Helsinki 70
Málaga 68
Dallas 64
Florence 64
Frankfurt am Main 61
Rome 61
Buffalo 57
San Diego 52
Rio de Janeiro 51
Kent 50
Jakarta 47
Redwood City 45
Old Bridge 40
Hong Kong 34
Amsterdam 33
Abidjan 30
Guangzhou 30
Tokyo 30
Brooklyn 28
Chicago 28
New York 28
Cleveland 27
Düsseldorf 25
Naples 25
Shanghai 25
Belo Horizonte 24
Warsaw 23
Athens 20
Bari 19
Istanbul 19
Padova 19
The Dalles 19
Brasília 18
Redondo Beach 18
Lappeenranta 17
Munich 17
Nuremberg 16
Salvador 16
Brussels 15
Guayaquil 15
Nanjing 15
Norwalk 15
Sherbrooke 15
Catania 14
Doha 14
Guarulhos 14
Haiphong 14
Monza 14
Aachen 13
Chennai 13
Lima 13
Palermo 13
Stockholm 13
Tashkent 13
Turku 13
Wuhan 13
Atlanta 12
Bengaluru 12
Bologna 12
Braga 12
Campinas 12
Columbus 12
Hangzhou 12
Johannesburg 12
Montreal 12
Quito 12
Tianjin 12
Varzo 12
Totale 9.685
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Nome #
Experimental procedures for the mechanical characterization of composite reinforced mortar (CRM) systems for retrofitting of masonry structures 255
Experimental investigation of tensile and bond properties of Carbon-FRCM composites for strengthening masonry elements 233
Behavior of concrete beams reinforced with steel bars or thermoset and thermoplastic resin GFRP bars 225
Fiber reinforced composites with cementitious (Inorganic) matrix 218
Estimation of a matrix-fiber interface cohesive material law in FRCM-concrete joints 213
Evaluation of the effectiveness of current guidelines in determining the strength of RC beams retrofitted by means of NSM reinforcement 201
Effect of the environment on the performance of GFRP reinforcing bars 199
Durability of textile reinforced mortar (TRM) systems 189
Analytical assessment of the stress-transfer mechanism in FRCM composites 187
Assessment of current guideline formulations for flexural strengthening of reinforced concrete beams using NSM reinforcement 186
Application of Externally Bonded Inorganic-Matrix Composites to Existing Masonry Structures 183
A new pull-out test to study the bond behavior of fiber reinforced cementitious composites 179
A comparison of the bond behavior of PBO-FRCM composites determined by double-lap and single-lap shear tests 177
Durability of glass FRP reinforcing bars: A state of the art 175
Analytical solution of the bond behavior of FRCM composites using a rigid-softening cohesive material law 171
An analytical method to estimate the resisting bending moment of FRCM strengthened masonry walls subjected to out-of-plane load 169
Accuracy of design-oriented formulations for evaluating the flexural and shear capacities of FRP-strengthened RC beams 165
A bending test set-up for the investigation of the bond properties of FRCM strengthenings applied to masonry substrates 160
Design of FRCM Strengthened Masonry Walls Subjected to Out-of-Plane Loading According to CNR-DT 215: Discussion of the α Coefficient 153
An Investigation of PBO FRCM-Concrete joint behavior using a three-dimensional numerical approach 153
Influence of hygrothermal ageing on the mechanical properties of CFRP-concrete joints and of their components 153
Performance of different types of FRCM composites applied to a concrete substrate 152
Intermediate crack induced debonding in steel beams reinforced with CFRP plates under fatigue loading 151
Diagonal compression of masonry walls strengthened with composite reinforced mortar 149
Characterization of Fabric Reinforced Cementitious Matrix (FRCM) Composites for Structural Retrofitting 149
Out-of-plane maximum resisting bending moment of masonry walls strengthened with FRCM composites 148
An indirect method to calibrate the interfacial cohesive material law for FRCM-concrete joints 143
Diagonal shear behavior of historic walls strengthened with composite reinforced mortar (CRM) 143
Experimental Investigation on the Mechanical and Bond Properties of GFRP Anchors Adopted in FRCM-Masonry Strengthening 141
Analytical Bond-Slip Model for Fiber-Reinforced Cementitious Matrix-Concrete Joints Based on Strain Measurements 141
Bending and shear behavior of historic walls strengthened with composite reinforced mortar 139
Experimental and analytical investigation of PBO FRCM-concrete bond behavior using direct and indirect shear test set-ups 139
Fatigue and post-fatigue behavior of PBO FRCM-concrete joints 138
Durability of fabric-reinforced cementitious matrix (FRCM) composites: A review 137
Effect of salt crystallization on the bond behavior of glass FRCM-masonry joints 135
Influence of sustained stress on the durability of glass FRP reinforcing bars 135
Stress transferred at the main shear crack of reinforced concrete beams strengthened with U-wrapped inorganic-matrix composites 134
Mechanical characterization of textile reinforced inorganic-matrix composites 134
Influence of the substrate characteristics on the bond behavior of PBO FRCM-concrete joints 133
Role of the matrix layers in the stress-transfer mechanism of FRCM composites bonded to a concrete substrate 132
Shear Strength Model for RC Beams with U-Wrapped FRCM Composites 132
Effect of cyclic load on the tensile behavior of a PBO FRCM composite 131
New Italian guidelines for design of externally bonded Fabric-Reinforced Cementitious Matrix (FRCM) systems for repair and strengthening of masonry and concrete structures 131
Consolidamento delle strutture. Guida ai criteri, ai materiali e alle tecniche più utilizzati 130
Adhesively Bonded FRP Composites for Strengthening of RC Structures: Recent Advances 129
Durability of a Glass Fabric-Reinforced Cementitious Matrix Composite under Different Environmental Conditions 128
Influence of multiple debonding defects on the behaviour of mechanically anchored CFRP-to-steel joints 128
Three-Dimensional Numerical Modeling of Single-Lap Direct Shear Tests of FRCM-Concrete Joints Using a Cohesive Damaged Contact Approach 127
Matrix-fiber bond behavior in PBO FRCM composites: A fracture mechanics approach 126
Bond between EBR FRP and concrete 124
Application of a Toughened Epoxy Adhesive for the Fatigue Strengthening of Steel Structures 123
Advances in Knowledge of the Fracture Properties of Cohesive Materials: Fired-Clay and Tuff Bricks 123
Three-dimensional finite element modeling of inorganic-matrix composite materials using a mesoscale approach 122
Long-term behavior of GFRP reinforcing bars 122
In-situ experimental tests on masonry panels strengthened with Textile Reinforced Mortar composites 120
Analytical solution of the full-range behavior of adhesively bonded FRP-steel joints made with toughened adhesives 119
Behavior of RC beams strengthened in shear with FRP and FRCM composites 117
Experimental investigation on existing precast PRC elements strengthened with cementitious composites 114
Shear strength contribution provided by inorganic-matrix composites fully wrapped around reinforced concrete beams 113
Experimental and numerical investigation on the tensile behavior of PBO FRCM composites with textile lap splice 113
Effect of wet-dry cycles on the bond behavior of fiber-reinforced inorganic-matrix systems bonded to masonry substrates 113
A method to calculate the support length of beams resting on masonry walls 113
Fatigue Behavior of FRCM Strengthened RC Beams: State of the Art and Future Developments 113
Effect of the inherent eccentricity in single-lap direct-shear tests of PBO FRCM-concrete joints 111
Comparison between different tensile test set-ups for the mechanical characterization of inorganic-matrix composites 111
Use of bending test to determine the tensile strength and elastic modulus of GFRP bars 109
Experimental behavior of glass-FRCM Composites Applied onto Masonry and Concrete Substrates 109
Interfacial bond characteristics of fiber reinforced cementitious matrix for external strengthening of reinforced concrete members 108
Investigation of the Bond Behavior of the PBO Fiber-Reinforced Cementitious Matrix Composite-Concrete Interface 107
Bond behaviour and sustainability of Fibre reinforced cementitious matrix composites applied to masonry elements 106
Analytical modelling of the tensile response of pbo-frcm composites 106
Numerical Study of the Effective Lap-Splice Length of FRCM Composites 106
Structural repointing of masonry structures 104
Full-range behavior of fiber reinforced cementitious matrix (FRCM)-concrete joints using a trilinear bond-slip relationship 104
Effectiveness of FRP bar anchors for prestressed concrete members 103
Confinement of RC elements by means of EBR FRP systems 103
Experimental behaviour of existing precast prestressed reinforced concrete elements strengthened with cementitious composites 103
Study of the bond behavior of frcm-masonry joints using a modified beam test 103
Bond between FRP composites and concrete: Assessment of design procedures and analytical models 102
Tensile and interlaminar shear behavior of thermoset and thermoplastic GFRP bars exposed to alkaline environment 101
Externally Bonded CFRP Reinforcement of Steel Structures: Mechanical Characterization of a Toughened Epoxy Adhesive 100
Effect of adhesive ductility on the bond behavior of CFRP-steel cohesive interfaces made with toughened epoxy resin 100
Bond behaviour of basalt FRCM composites applied on RC elements 100
Calibration of a Rigid-Trilinear Cohesive Material Law to Describe the Matrix-Fiber Bond Behavior in FRCM Composites 99
Long-Term Behavior of PBO FRCM and Comparison with Other Inorganic-Matrix Composites 99
A Cohesive Contact Algorithm to Describe the Multi-axial Bond Behavior of FRCM Composites 99
Influence of the test set-up on the bond behavior of FRCM composites 98
Experimental and numerical analysis of CFRP-concrete joint bond behavior after exposure to wet-dry cycles 97
FATIGUE BEHAVIOR OF CFRP-CONCRETE JOINTS UNDER VARYING LOAD FREQUENCY 97
Study of the Bond Capacity of FRCM- and SRG-Masonry Joints 97
Fatigue Behavior of PBO FRCM Composite Applied to Concrete Substrate 96
Stress redistribution in glass fibers of G-FRCM composites 95
Study of the matrix-fiber bond behavior of carbon and glass FRCM composites 94
EXPERIMENTAL AND NUMERICAL INVESTIGATION OF THE BOND BEHAVIOR OF CFRP-TO-STEEL JOINTS UNDER FATIGUE LOADING 93
Lessons Learned on the Tensile and Bond Behavior of Fabric Reinforced Cementitious Matrix (FRCM) Composites 93
A proposal to improve the effectiveness of the deflection control method provided by eurocodes for concrete, timber, and composite slabs 93
A new predictive model for FRCM-confined columns: A reflection on the composite behavior at peak stress 93
Study of the influence of interface normal stresses on the bond behavior of FRCM composites using direct shear and modified beam tests 92
Modeling the behavior of externally bonded reinforcement using a rigid-trilinear cohesive material law 92
Analytical Description of the Bond Behavior of Thermally Preconditioned Carbon FRCM Applied onto Masonry Substrates 91
Totale 13.142
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Categoria #
all - tutte 57.971
article - articoli 30.663
book - libri 351
conference - conferenze 8.065
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 18.892
Totale 115.942
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021770 0 0 0 0 0 115 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
2024/20253.601 43 180 70 86 528 251 173 313 529 306 533 589
2025/20266.593 1.692 2.123 807 1.222 652 97 0 0 0 0 0 0
Totale 17.656