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

D'ANTINO, TOMMASO
 Distribuzione geografica
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Continente #
NA - Nord America 9.085
EU - Europa 6.486
AS - Asia 6.256
SA - Sud America 1.333
AF - Africa 219
OC - Oceania 25
Continente sconosciuto - Info sul continente non disponibili 7
Totale 23.411
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Nazione #
US - Stati Uniti d'America 8.791
RU - Federazione Russa 2.270
IT - Italia 2.083
SG - Singapore 2.061
CN - Cina 1.701
BR - Brasile 1.106
VN - Vietnam 842
KR - Corea 390
GB - Regno Unito 301
DE - Germania 290
FR - Francia 289
JP - Giappone 274
AT - Austria 263
CA - Canada 210
SE - Svezia 172
NL - Olanda 163
HK - Hong Kong 150
IN - India 140
FI - Finlandia 137
ES - Italia 124
JO - Giordania 110
IE - Irlanda 96
AR - Argentina 84
ID - Indonesia 83
BD - Bangladesh 72
TR - Turchia 59
MA - Marocco 57
PT - Portogallo 55
IR - Iran 54
IQ - Iraq 52
MX - Messico 49
EC - Ecuador 45
TW - Taiwan 44
PL - Polonia 43
UA - Ucraina 41
GR - Grecia 39
CI - Costa d'Avorio 34
PK - Pakistan 32
ZA - Sudafrica 32
BE - Belgio 28
CO - Colombia 23
PH - Filippine 23
AU - Australia 21
EG - Egitto 19
PE - Perù 19
CL - Cile 18
DZ - Algeria 18
TH - Thailandia 18
SA - Arabia Saudita 17
UZ - Uzbekistan 17
PY - Paraguay 16
TN - Tunisia 16
CH - Svizzera 15
QA - Qatar 15
NP - Nepal 12
VE - Venezuela 12
BJ - Benin 11
KE - Kenya 11
KZ - Kazakistan 9
LT - Lituania 9
MO - Macao, regione amministrativa speciale della Cina 9
RO - Romania 9
AE - Emirati Arabi Uniti 8
CZ - Repubblica Ceca 8
IL - Israele 8
MY - Malesia 8
AL - Albania 7
ET - Etiopia 7
JM - Giamaica 7
NO - Norvegia 7
PS - Palestinian Territory 7
TT - Trinidad e Tobago 7
EE - Estonia 6
KG - Kirghizistan 6
OM - Oman 6
AZ - Azerbaigian 5
BO - Bolivia 5
HN - Honduras 5
NG - Nigeria 5
UY - Uruguay 5
CY - Cipro 4
DK - Danimarca 4
GE - Georgia 4
HR - Croazia 4
MD - Moldavia 4
SK - Slovacchia (Repubblica Slovacca) 4
XK - ???statistics.table.value.countryCode.XK??? 4
BH - Bahrain 3
EU - Europa 3
HU - Ungheria 3
KH - Cambogia 3
KW - Kuwait 3
LB - Libano 3
LV - Lettonia 3
MU - Mauritius 3
RS - Serbia 3
SI - Slovenia 3
SV - El Salvador 3
BB - Barbados 2
CR - Costa Rica 2
Totale 23.385
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Città #
Ashburn 1.654
Singapore 1.255
Fairfield 660
San Jose 646
Milan 551
Woodbridge 455
Santa Clara 384
Chandler 379
Seoul 365
Hefei 329
Houston 319
Wilmington 294
Seattle 282
Council Bluffs 279
Moscow 267
Tokyo 264
Beijing 257
Vienna 250
The Dalles 249
Cambridge 243
Ho Chi Minh City 194
Dallas 175
Hanoi 169
Ann Arbor 161
Boardman 158
Lauterbourg 149
Los Angeles 144
Dong Ket 131
Dearborn 108
Amman 107
London 99
Frankfurt am Main 98
Medford 97
Hong Kong 96
Lawrence 96
North Charleston 94
Dublin 88
Helsinki 87
São Paulo 87
Ottawa 81
Rome 79
Turin 79
New York 73
Florence 71
Málaga 68
Buffalo 64
Rio de Janeiro 53
San Diego 53
Guangzhou 50
Kent 50
Shanghai 50
Jakarta 49
Orem 48
Redwood City 45
Chicago 42
Amsterdam 41
Old Bridge 40
Atlanta 38
Naples 38
Taipei 36
Hamilton 35
Las Vegas 35
Warsaw 34
Brooklyn 32
Kenitra 32
Abidjan 31
Da Nang 31
Haiphong 30
Cleveland 29
Bari 25
Düsseldorf 25
Belo Horizonte 24
Chennai 23
Istanbul 23
Changsha 22
Athens 21
Bologna 20
Hangzhou 20
Palermo 20
Tianjin 20
Padova 19
Brasília 18
Hải Dương 18
Montreal 18
Phoenix 18
Redondo Beach 18
Washington 18
Brussels 17
Lappeenranta 17
Mexico City 17
Munich 17
Salvador 17
Guayaquil 16
Nanjing 16
Norwalk 16
Nuremberg 16
Tashkent 16
Baghdad 15
Catania 15
Doha 15
Totale 13.737
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Nome #
Experimental investigation of tensile and bond properties of Carbon-FRCM composites for strengthening masonry elements 285
Experimental procedures for the mechanical characterization of composite reinforced mortar (CRM) systems for retrofitting of masonry structures 285
Behavior of concrete beams reinforced with steel bars or thermoset and thermoplastic resin GFRP bars 282
Fiber reinforced composites with cementitious (Inorganic) matrix 252
Estimation of a matrix-fiber interface cohesive material law in FRCM-concrete joints 248
Evaluation of the effectiveness of current guidelines in determining the strength of RC beams retrofitted by means of NSM reinforcement 240
Effectiveness of FRP bar anchors for prestressed concrete members 237
Effect of the environment on the performance of GFRP reinforcing bars 233
Durability of textile reinforced mortar (TRM) systems 231
Application of Externally Bonded Inorganic-Matrix Composites to Existing Masonry Structures 219
Assessment of current guideline formulations for flexural strengthening of reinforced concrete beams using NSM reinforcement 217
Analytical assessment of the stress-transfer mechanism in FRCM composites 216
Open issues on the use of carbon composite tendons as prestressed reinforcement of concrete members 215
A bending test set-up for the investigation of the bond properties of FRCM strengthenings applied to masonry substrates 210
A new pull-out test to study the bond behavior of fiber reinforced cementitious composites 207
A comparison of the bond behavior of PBO-FRCM composites determined by double-lap and single-lap shear tests 206
Durability of glass FRP reinforcing bars: A state of the art 203
An analytical method to estimate the resisting bending moment of FRCM strengthened masonry walls subjected to out-of-plane load 201
Durability of fabric-reinforced cementitious matrix (FRCM) composites: A review 199
Use of Composite Reinforced Mortar (CRM) Systems to Strengthen Existing Masonry Structures 196
Accuracy of design-oriented formulations for evaluating the flexural and shear capacities of FRP-strengthened RC beams 195
Analytical solution of the bond behavior of FRCM composites using a rigid-softening cohesive material law 193
Design of FRCM Strengthened Masonry Walls Subjected to Out-of-Plane Loading According to CNR-DT 215: Discussion of the α Coefficient 191
Matrix-fiber bond behavior in PBO FRCM composites: A fracture mechanics approach 191
Bending and shear behavior of historic walls strengthened with composite reinforced mortar 188
Mechanical characterization of textile reinforced inorganic-matrix composites 187
Tensile and interlaminar shear behavior of thermoset and thermoplastic GFRP bars exposed to alkaline environment 184
Experimental and analytical investigation of PBO FRCM-concrete bond behavior using direct and indirect shear test set-ups 183
Characterization of Fabric Reinforced Cementitious Matrix (FRCM) Composites for Structural Retrofitting 182
An Investigation of PBO FRCM-Concrete joint behavior using a three-dimensional numerical approach 181
Diagonal compression of masonry walls strengthened with composite reinforced mortar 179
Three-Dimensional Numerical Modeling of Single-Lap Direct Shear Tests of FRCM-Concrete Joints Using a Cohesive Damaged Contact Approach 177
Consolidamento delle strutture. Guida ai criteri, ai materiali e alle tecniche più utilizzati 177
Influence of hygrothermal ageing on the mechanical properties of CFRP-concrete joints and of their components 177
Effect of cyclic load on the tensile behavior of a PBO FRCM composite 176
Performance of different types of FRCM composites applied to a concrete substrate 176
Intermediate crack induced debonding in steel beams reinforced with CFRP plates under fatigue loading 175
Stress transferred at the main shear crack of reinforced concrete beams strengthened with U-wrapped inorganic-matrix composites 174
Shear strength contribution provided by inorganic-matrix composites fully wrapped around reinforced concrete beams 173
Experimental Investigation on the Mechanical and Bond Properties of GFRP Anchors Adopted in FRCM-Masonry Strengthening 173
Effect of salt crystallization on the bond behavior of glass FRCM-masonry joints 173
Role of the matrix layers in the stress-transfer mechanism of FRCM composites bonded to a concrete substrate 172
A method to calculate the support length of beams resting on masonry walls 172
Diagonal shear behavior of historic walls strengthened with composite reinforced mortar (CRM) 171
Influence of the substrate characteristics on the bond behavior of PBO FRCM-concrete joints 169
Application of a Toughened Epoxy Adhesive for the Fatigue Strengthening of Steel Structures 168
An indirect method to calibrate the interfacial cohesive material law for FRCM-concrete joints 168
Out-of-plane maximum resisting bending moment of masonry walls strengthened with FRCM composites 168
Durability of a Glass Fabric-Reinforced Cementitious Matrix Composite under Different Environmental Conditions 167
Influence of sustained stress on the durability of glass FRP reinforcing bars 166
Analytical Bond-Slip Model for Fiber-Reinforced Cementitious Matrix-Concrete Joints Based on Strain Measurements 164
Influence of multiple debonding defects on the behaviour of mechanically anchored CFRP-to-steel joints 160
Fatigue and post-fatigue behavior of PBO FRCM-concrete joints 160
Adhesively Bonded FRP Composites for Strengthening of RC Structures: Recent Advances 160
Analytical solution of the full-range behavior of adhesively bonded FRP-steel joints made with toughened adhesives 158
New Italian guidelines for design of externally bonded Fabric-Reinforced Cementitious Matrix (FRCM) systems for repair and strengthening of masonry and concrete structures 157
Shear Strength Model for RC Beams with U-Wrapped FRCM Composites 156
Experimental and numerical analysis of CFRP-concrete joint bond behavior after exposure to wet-dry cycles 152
Study of the Bond Capacity of FRCM- and SRG-Masonry Joints 152
Use of bending test to determine the tensile strength and elastic modulus of GFRP bars 151
Fatigue Behavior of FRCM Strengthened RC Beams: State of the Art and Future Developments 151
Modeling the behavior of externally bonded reinforcement using a rigid-trilinear cohesive material law 151
Long-term behavior of GFRP reinforcing bars 149
Effect of wet-dry cycles on the bond behavior of fiber-reinforced inorganic-matrix systems bonded to masonry substrates 149
Experimental and numerical investigation on the tensile behavior of PBO FRCM composites with textile lap splice 147
Three-dimensional finite element modeling of inorganic-matrix composite materials using a mesoscale approach 147
Advances in Knowledge of the Fracture Properties of Cohesive Materials: Fired-Clay and Tuff Bricks 147
Externally Bonded CFRP Reinforcement of Steel Structures: Mechanical Characterization of a Toughened Epoxy Adhesive 146
Bond between EBR FRP and concrete 146
A proposal to improve the effectiveness of the deflection control method provided by eurocodes for concrete, timber, and composite slabs 144
Numerical Study of the Effective Lap-Splice Length of FRCM Composites 144
Adhesive choice for near-surface-mounted reinforcement of wooden beams in historical buildings 142
In-situ experimental tests on masonry panels strengthened with Textile Reinforced Mortar composites 142
Shear Strengthening of RC Beams with U-Wrapped FRCM Composites: State of the Art and Assessment of Available Analytical Models 141
Experimental investigation on existing precast PRC elements strengthened with cementitious composites 141
Behavior of RC beams strengthened in shear with FRP and FRCM composites 140
Effect of adhesive ductility on the bond behavior of CFRP-steel cohesive interfaces made with toughened epoxy resin 139
FATIGUE BEHAVIOR OF CFRP-CONCRETE JOINTS UNDER VARYING LOAD FREQUENCY 138
Long-Term Behavior of PBO FRCM and Comparison with Other Inorganic-Matrix Composites 138
Bond between FRP composites and concrete: Assessment of design procedures and analytical models 137
Experimental behavior of glass-FRCM Composites Applied onto Masonry and Concrete Substrates 137
Interfacial bond characteristics of fiber reinforced cementitious matrix for external strengthening of reinforced concrete members 136
Fatigue and post-fatigue behavior of FRCM-concrete specimens under direct shear and bending conditions 134
Comparison between different tensile test set-ups for the mechanical characterization of inorganic-matrix composites 134
A new predictive model for FRCM-confined columns: A reflection on the composite behavior at peak stress 134
Analytical modelling of the tensile response of pbo-frcm composites 133
A Comparative Study of Bond Test Methods for Externally Bonded FRCM and SRG Composites 132
Calibration of a Rigid-Trilinear Cohesive Material Law to Describe the Matrix-Fiber Bond Behavior in FRCM Composites 131
Bond behaviour and sustainability of Fibre reinforced cementitious matrix composites applied to masonry elements 131
Study of the bond behavior of frcm-masonry joints using a modified beam test 130
A Cohesive Contact Algorithm to Describe the Multi-axial Bond Behavior of FRCM Composites 130
Influence of the test set-up on the bond behavior of FRCM composites 128
Bond behaviour of basalt FRCM composites applied on RC elements 127
Investigation of the Bond Behavior of the PBO Fiber-Reinforced Cementitious Matrix Composite-Concrete Interface 126
Full-range behavior of fiber reinforced cementitious matrix (FRCM)-concrete joints using a trilinear bond-slip relationship 126
Effect of the inherent eccentricity in single-lap direct-shear tests of PBO FRCM-concrete joints 125
Structural repointing of masonry structures 125
EXPERIMENTAL AND NUMERICAL INVESTIGATION OF THE BOND BEHAVIOR OF CFRP-TO-STEEL JOINTS UNDER FATIGUE LOADING 124
A Discussion of Differences Between Single-Lap Tests and Full-Scale Beam Tests in Terms of FRCM-Concrete Debonding 124
Fatigue Behavior of PBO FRCM Composite Applied to Concrete Substrate 123
Totale 16.947
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Categoria #
all - tutte 68.987
article - articoli 36.314
book - libri 448
conference - conferenze 8.887
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 23.338
Totale 137.974
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021354 0 0 0 0 0 0 0 0 0 0 102 252
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
2025/202612.580 1.692 2.123 807 1.222 652 704 1.863 773 1.166 1.210 368 0
Totale 23.643