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

D'ANTINO, TOMMASO
 Distribuzione geografica
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Continente #
NA - Nord America 11.324
EU - Europa 7.414
AS - Asia 6.372
SA - Sud America 1.374
Continente sconosciuto - Info sul continente non disponibili 251
AF - Africa 225
OC - Oceania 26
Totale 26.986
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Nazione #
US - Stati Uniti d'America 10.888
IT - Italia 2.938
RU - Federazione Russa 2.270
SG - Singapore 2.070
CN - Cina 1.708
BR - Brasile 1.126
VN - Vietnam 894
KR - Corea 393
GB - Regno Unito 319
DE - Germania 296
FR - Francia 294
JP - Giappone 278
CA - Canada 277
AT - Austria 264
SE - Svezia 180
NL - Olanda 166
HK - Hong Kong 155
IN - India 148
FI - Finlandia 137
ES - Italia 126
JO - Giordania 110
IE - Irlanda 97
AR - Argentina 88
ID - Indonesia 87
BD - Bangladesh 82
TR - Turchia 62
PT - Portogallo 61
MA - Marocco 57
IR - Iran 55
MX - Messico 53
IQ - Iraq 52
EC - Ecuador 47
PL - Polonia 47
TW - Taiwan 44
UA - Ucraina 42
GR - Grecia 40
CI - Costa d'Avorio 34
ZA - Sudafrica 33
BE - Belgio 32
PK - Pakistan 32
CO - Colombia 29
PH - Filippine 25
EG - Egitto 24
JM - Giamaica 24
AU - Australia 21
PE - Perù 21
SA - Arabia Saudita 20
CL - Cile 19
DZ - Algeria 18
TH - Thailandia 18
UZ - Uzbekistan 17
VE - Venezuela 17
PY - Paraguay 16
TN - Tunisia 16
CH - Svizzera 15
HN - Honduras 15
QA - Qatar 15
CR - Costa Rica 14
TT - Trinidad e Tobago 13
NP - Nepal 12
SV - El Salvador 12
BJ - Benin 11
KE - Kenya 11
MY - Malesia 10
AE - Emirati Arabi Uniti 9
AL - Albania 9
IL - Israele 9
KZ - Kazakistan 9
LT - Lituania 9
MO - Macao, regione amministrativa speciale della Cina 9
RO - Romania 9
CZ - Repubblica Ceca 8
NO - Norvegia 8
EE - Estonia 7
ET - Etiopia 7
PS - Palestinian Territory 7
KG - Kirghizistan 6
NI - Nicaragua 6
OM - Oman 6
SK - Slovacchia (Repubblica Slovacca) 6
AZ - Azerbaigian 5
BO - Bolivia 5
CY - Cipro 5
HU - Ungheria 5
NG - Nigeria 5
UY - Uruguay 5
DK - Danimarca 4
GE - Georgia 4
GT - Guatemala 4
HR - Croazia 4
MD - Moldavia 4
PR - Porto Rico 4
XK - ???statistics.table.value.countryCode.XK??? 4
BB - Barbados 3
BH - Bahrain 3
EU - Europa 3
GP - Guadalupe 3
IS - Islanda 3
KH - Cambogia 3
KW - Kuwait 3
Totale 26.698
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Città #
Ashburn 2.009
Singapore 1.260
Milan 894
San Jose 889
Fairfield 660
Council Bluffs 474
Woodbridge 457
Santa Clara 437
Chandler 379
Seoul 365
Houston 331
Hefei 329
Wilmington 296
Seattle 292
Moscow 267
Tokyo 267
Beijing 258
Vienna 251
The Dalles 250
Cambridge 246
Ho Chi Minh City 215
Los Angeles 214
Boardman 192
Dallas 192
Hanoi 183
Ann Arbor 161
Rome 157
Lauterbourg 149
Dong Ket 131
Dearborn 108
Amman 107
London 105
Phoenix 103
Turin 101
Frankfurt am Main 98
Hong Kong 98
Lawrence 97
Medford 97
North Charleston 94
São Paulo 94
Dublin 88
Helsinki 87
New York 83
Florence 82
Ottawa 82
Naples 74
Málaga 68
Buffalo 67
Chicago 59
San Diego 56
Rio de Janeiro 53
Shanghai 51
Guangzhou 50
Kent 50
Orem 50
Jakarta 49
Atlanta 46
Redwood City 45
Las Vegas 44
Amsterdam 41
Brooklyn 41
Old Bridge 40
Bari 37
Warsaw 37
Bologna 36
Hamilton 36
Taipei 36
Cleveland 34
Kenitra 32
Abidjan 31
Da Nang 31
Haiphong 30
Palermo 30
Trento 30
Frisco 28
Düsseldorf 25
Belo Horizonte 24
Washington 24
Chennai 23
Istanbul 23
Catania 22
Changsha 22
Columbus 22
Genoa 22
Athens 21
Hải Dương 21
Montreal 21
Hangzhou 20
Tianjin 20
Toronto 20
Brasília 19
Charlotte 19
Des Moines 19
Padova 19
San Francisco 19
Brussels 18
Mexico City 18
Newark 18
Redondo Beach 18
Lappeenranta 17
Totale 15.555
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Nome #
Effectiveness of FRP bar anchors for prestressed concrete members 337
Open issues on the use of carbon composite tendons as prestressed reinforcement of concrete members 307
Experimental investigation of tensile and bond properties of Carbon-FRCM composites for strengthening masonry elements 306
Behavior of concrete beams reinforced with steel bars or thermoset and thermoplastic resin GFRP bars 303
Experimental procedures for the mechanical characterization of composite reinforced mortar (CRM) systems for retrofitting of masonry structures 302
Durability of textile reinforced mortar (TRM) systems 278
Evaluation of the effectiveness of current guidelines in determining the strength of RC beams retrofitted by means of NSM reinforcement 262
Fiber reinforced composites with cementitious (Inorganic) matrix 262
Assessment of current guideline formulations for flexural strengthening of reinforced concrete beams using NSM reinforcement 260
Estimation of a matrix-fiber interface cohesive material law in FRCM-concrete joints 260
Effect of the environment on the performance of GFRP reinforcing bars 251
Application of Externally Bonded Inorganic-Matrix Composites to Existing Masonry Structures 234
Use of Composite Reinforced Mortar (CRM) Systems to Strengthen Existing Masonry Structures 227
Analytical assessment of the stress-transfer mechanism in FRCM composites 225
Effect of adhesive ductility on the bond behavior of CFRP-steel cohesive interfaces made with toughened epoxy resin 223
An analytical method to estimate the resisting bending moment of FRCM strengthened masonry walls subjected to out-of-plane load 223
A comparison of the bond behavior of PBO-FRCM composites determined by double-lap and single-lap shear tests 222
A new pull-out test to study the bond behavior of fiber reinforced cementitious composites 219
A bending test set-up for the investigation of the bond properties of FRCM strengthenings applied to masonry substrates 219
Accuracy of design-oriented formulations for evaluating the flexural and shear capacities of FRP-strengthened RC beams 215
Durability of glass FRP reinforcing bars: A state of the art 215
Bending and shear behavior of historic walls strengthened with composite reinforced mortar 213
Tensile and interlaminar shear behavior of thermoset and thermoplastic GFRP bars exposed to alkaline environment 210
Mechanical characterization of textile reinforced inorganic-matrix composites 207
Durability of fabric-reinforced cementitious matrix (FRCM) composites: A review 207
Design of FRCM Strengthened Masonry Walls Subjected to Out-of-Plane Loading According to CNR-DT 215: Discussion of the α Coefficient 206
Matrix-fiber bond behavior in PBO FRCM composites: A fracture mechanics approach 203
A method to calculate the support length of beams resting on masonry walls 203
Experimental and analytical investigation of PBO FRCM-concrete bond behavior using direct and indirect shear test set-ups 201
Shear strength contribution provided by inorganic-matrix composites fully wrapped around reinforced concrete beams 200
Analytical solution of the bond behavior of FRCM composites using a rigid-softening cohesive material law 200
Influence of hygrothermal ageing on the mechanical properties of CFRP-concrete joints and of their components 194
Role of the matrix layers in the stress-transfer mechanism of FRCM composites bonded to a concrete substrate 192
Out-of-plane maximum resisting bending moment of masonry walls strengthened with FRCM composites 192
Effect of cyclic load on the tensile behavior of a PBO FRCM composite 191
Three-Dimensional Numerical Modeling of Single-Lap Direct Shear Tests of FRCM-Concrete Joints Using a Cohesive Damaged Contact Approach 191
Experimental Investigation on the Mechanical and Bond Properties of GFRP Anchors Adopted in FRCM-Masonry Strengthening 190
Analytical solution of the full-range behavior of adhesively bonded FRP-steel joints made with toughened adhesives 189
Stress transferred at the main shear crack of reinforced concrete beams strengthened with U-wrapped inorganic-matrix composites 189
Effect of salt crystallization on the bond behavior of glass FRCM-masonry joints 189
Performance of different types of FRCM composites applied to a concrete substrate 189
An Investigation of PBO FRCM-Concrete joint behavior using a three-dimensional numerical approach 188
Consolidamento delle strutture. Guida ai criteri, ai materiali e alle tecniche più utilizzati 188
Diagonal compression of masonry walls strengthened with composite reinforced mortar 186
Application of a Toughened Epoxy Adhesive for the Fatigue Strengthening of Steel Structures 185
Intermediate crack induced debonding in steel beams reinforced with CFRP plates under fatigue loading 185
Characterization of Fabric Reinforced Cementitious Matrix (FRCM) Composites for Structural Retrofitting 185
Influence of the substrate characteristics on the bond behavior of PBO FRCM-concrete joints 182
Modeling the behavior of externally bonded reinforcement using a rigid-trilinear cohesive material law 182
Influence of sustained stress on the durability of glass FRP reinforcing bars 181
Durability of a Glass Fabric-Reinforced Cementitious Matrix Composite under Different Environmental Conditions 179
Diagonal shear behavior of historic walls strengthened with composite reinforced mortar (CRM) 179
Externally Bonded CFRP Reinforcement of Steel Structures: Mechanical Characterization of a Toughened Epoxy Adhesive 178
An indirect method to calibrate the interfacial cohesive material law for FRCM-concrete joints 178
Adhesively Bonded FRP Composites for Strengthening of RC Structures: Recent Advances 177
Adhesive choice for near-surface-mounted reinforcement of wooden beams in historical buildings 175
Fatigue and post-fatigue behavior of PBO FRCM-concrete joints 174
Influence of multiple debonding defects on the behaviour of mechanically anchored CFRP-to-steel joints 173
Analytical Bond-Slip Model for Fiber-Reinforced Cementitious Matrix-Concrete Joints Based on Strain Measurements 172
Use of bending test to determine the tensile strength and elastic modulus of GFRP bars 170
Experimental and numerical analysis of CFRP-concrete joint bond behavior after exposure to wet-dry cycles 169
Fatigue Behavior of FRCM Strengthened RC Beams: State of the Art and Future Developments 168
Study of the Bond Capacity of FRCM- and SRG-Masonry Joints 167
Numerical Study of the Effective Lap-Splice Length of FRCM Composites 167
New Italian guidelines for design of externally bonded Fabric-Reinforced Cementitious Matrix (FRCM) systems for repair and strengthening of masonry and concrete structures 164
Shear Strength Model for RC Beams with U-Wrapped FRCM Composites 163
Experimental and numerical investigation on the tensile behavior of PBO FRCM composites with textile lap splice 162
Long-term behavior of GFRP reinforcing bars 162
Fatigue and post-fatigue behavior of FRCM-concrete specimens under direct shear and bending conditions 161
FATIGUE BEHAVIOR OF CFRP-CONCRETE JOINTS UNDER VARYING LOAD FREQUENCY 161
Experimental investigation on existing precast PRC elements strengthened with cementitious composites 161
Effect of wet-dry cycles on the bond behavior of fiber-reinforced inorganic-matrix systems bonded to masonry substrates 160
A proposal to improve the effectiveness of the deflection control method provided by eurocodes for concrete, timber, and composite slabs 158
Shear Strengthening of RC Beams with U-Wrapped FRCM Composites: State of the Art and Assessment of Available Analytical Models 157
In-situ experimental tests on masonry panels strengthened with Textile Reinforced Mortar composites 157
Bond behaviour of basalt FRCM composites applied on RC elements 157
Bond between EBR FRP and concrete 156
Advances in Knowledge of the Fracture Properties of Cohesive Materials: Fired-Clay and Tuff Bricks 156
Three-dimensional finite element modeling of inorganic-matrix composite materials using a mesoscale approach 154
Long-Term Behavior of PBO FRCM and Comparison with Other Inorganic-Matrix Composites 152
Study of the matrix-fiber bond behavior of carbon and glass FRCM composites 152
Influence of the test set-up on the bond behavior of FRCM composites 151
Strengthening of Existing Timber Beams with NSM CFRP Plates 150
A new predictive model for FRCM-confined columns: A reflection on the composite behavior at peak stress 150
Behavior of RC beams strengthened in shear with FRP and FRCM composites 149
Bond between FRP composites and concrete: Assessment of design procedures and analytical models 148
Interfacial bond characteristics of fiber reinforced cementitious matrix for external strengthening of reinforced concrete members 146
A Comparative Study of Bond Test Methods for Externally Bonded FRCM and SRG Composites 146
Calibration of a Rigid-Trilinear Cohesive Material Law to Describe the Matrix-Fiber Bond Behavior in FRCM Composites 145
Analytical modelling of the tensile response of pbo-frcm composites 145
EXPERIMENTAL AND NUMERICAL INVESTIGATION OF THE BOND BEHAVIOR OF CFRP-TO-STEEL JOINTS UNDER FATIGUE LOADING 144
Tensile and compressive behavior of thermoset and thermoplastic GFRP bars 143
Fracture Behavior and Digital Image Analysis of GFRP Reinforced Concrete Notched Beams 143
Experimental behavior of glass-FRCM Composites Applied onto Masonry and Concrete Substrates 143
A Cohesive Contact Algorithm to Describe the Multi-axial Bond Behavior of FRCM Composites 143
A Discussion of Differences Between Single-Lap Tests and Full-Scale Beam Tests in Terms of FRCM-Concrete Debonding 142
Theoretical study on the bond performance of CFRP-to-steel single-lap shear tests with multiple debonding defects 141
Tensile behavior of a glass FRCM composite with textile lap splice exposed to freeze-thaw cycles 141
Adhesion of structural bonded oak timber joints: Direct shear test and analytical cohesive model 141
Effect of the inherent eccentricity in single-lap direct-shear tests of PBO FRCM-concrete joints 141
Totale 18.839
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Categoria #
all - tutte 78.590
article - articoli 41.050
book - libri 508
conference - conferenze 10.283
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 26.749
Totale 157.180
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022750 0 0 0 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
2025/202613.503 1.692 2.123 807 1.222 652 704 1.863 773 1.166 1.210 468 823
2026/20272.420 562 567 1.042 249 0 0 0 0 0 0 0 0
Totale 26.986