CALABRESE, ANGELO SAVIO
 Distribuzione geografica
Continente #
NA - Nord America 2.468
EU - Europa 2.116
AS - Asia 1.810
SA - Sud America 409
Continente sconosciuto - Info sul continente non disponibili 60
AF - Africa 59
OC - Oceania 6
Totale 6.928
Nazione #
US - Stati Uniti d'America 2.365
IT - Italia 839
RU - Federazione Russa 743
SG - Singapore 613
CN - Cina 499
BR - Brasile 325
VN - Vietnam 217
KR - Corea 122
GB - Regno Unito 92
JP - Giappone 86
FR - Francia 80
DE - Germania 64
AT - Austria 63
CA - Canada 56
NL - Olanda 39
IN - India 38
BD - Bangladesh 35
FI - Finlandia 34
AR - Argentina 32
ID - Indonesia 30
ES - Italia 28
HK - Hong Kong 28
TR - Turchia 27
JO - Giordania 26
IE - Irlanda 22
SE - Svezia 22
PL - Polonia 19
IQ - Iraq 17
MA - Marocco 16
EC - Ecuador 15
IR - Iran 15
MX - Messico 14
CO - Colombia 13
GR - Grecia 13
CI - Costa d'Avorio 12
JM - Giamaica 10
UA - Ucraina 9
ZA - Sudafrica 9
PT - Portogallo 8
CH - Svizzera 6
EG - Egitto 6
PE - Perù 6
PY - Paraguay 6
RO - Romania 6
SA - Arabia Saudita 6
AU - Australia 5
CL - Cile 5
PK - Pakistan 5
TH - Thailandia 5
TW - Taiwan 5
UZ - Uzbekistan 5
BE - Belgio 4
BJ - Benin 4
CR - Costa Rica 4
HN - Honduras 4
HR - Croazia 4
LT - Lituania 4
NP - Nepal 4
SK - Slovacchia (Repubblica Slovacca) 4
TT - Trinidad e Tobago 4
VE - Venezuela 4
AL - Albania 3
AZ - Azerbaigian 3
BO - Bolivia 3
DO - Repubblica Dominicana 3
DZ - Algeria 3
HU - Ungheria 3
KZ - Kazakistan 3
MD - Moldavia 3
MY - Malesia 3
PH - Filippine 3
SV - El Salvador 3
ET - Etiopia 2
GE - Georgia 2
GT - Guatemala 2
IL - Israele 2
KE - Kenya 2
KG - Kirghizistan 2
NI - Nicaragua 2
OM - Oman 2
QA - Qatar 2
AE - Emirati Arabi Uniti 1
AW - Aruba 1
CG - Congo 1
CY - Cipro 1
DK - Danimarca 1
LB - Libano 1
LK - Sri Lanka 1
MK - Macedonia 1
MU - Mauritius 1
NG - Nigeria 1
NO - Norvegia 1
NZ - Nuova Zelanda 1
PS - Palestinian Territory 1
RS - Serbia 1
TG - Togo 1
TN - Tunisia 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 6.869
Città #
Ashburn 487
Singapore 379
San Jose 230
Santa Clara 149
Milan 139
Hefei 137
Seoul 117
Chandler 109
Council Bluffs 108
Los Angeles 101
Moscow 93
Tokyo 86
Beijing 67
Rome 66
Dallas 64
Ho Chi Minh City 60
Vienna 58
The Dalles 51
Hanoi 49
Fairfield 48
Boardman 45
London 41
Lauterbourg 39
Houston 37
Naples 37
Woodbridge 35
North Charleston 34
Florence 33
Phoenix 33
Turin 30
São Paulo 29
Frankfurt am Main 26
New York 26
Amman 22
Buffalo 22
Málaga 22
Kent 21
Orem 20
Bari 19
Seattle 19
Chicago 18
Dong Ket 18
Dublin 18
Helsinki 18
Amsterdam 17
Ottawa 17
Warsaw 17
Cambridge 16
Las Vegas 16
Atlanta 15
Istanbul 15
Jakarta 15
Shanghai 15
Hong Kong 14
Lawrence 14
Medford 14
Wilmington 14
Genoa 13
Guangzhou 13
Rio de Janeiro 13
Abidjan 12
Bologna 12
Tianjin 11
Chennai 10
Columbus 10
Frisco 10
Lappeenranta 10
Ann Arbor 9
Munich 9
Palermo 9
Boston 8
Da Nang 8
Denver 8
Düsseldorf 8
Montreal 8
Perugia 8
San Diego 8
Athens 7
Belo Horizonte 7
Bengaluru 7
Brooklyn 7
Catania 7
Kenitra 7
Old Bridge 7
Redondo Beach 7
Taranto 7
Tehran 7
Vidigulfo 7
Can Tho 6
Charlotte 6
Hangzhou 6
Hải Dương 6
Johannesburg 6
Kingston 6
Lecce 6
Mazzano 6
Modena 6
Porto Alegre 6
Spinea 6
The Bronx 6
Totale 3.805
Nome #
Experimental procedures for the mechanical characterization of composite reinforced mortar (CRM) systems for retrofitting of masonry structures 302
Application of Externally Bonded Inorganic-Matrix Composites to Existing Masonry Structures 235
Use of Composite Reinforced Mortar (CRM) Systems to Strengthen Existing Masonry Structures 227
Effect of adhesive ductility on the bond behavior of CFRP-steel cohesive interfaces made with toughened epoxy resin 224
A bending test set-up for the investigation of the bond properties of FRCM strengthenings applied to masonry substrates 219
Bending and shear behavior of historic walls strengthened with composite reinforced mortar 215
Design of FRCM Strengthened Masonry Walls Subjected to Out-of-Plane Loading According to CNR-DT 215: Discussion of the α Coefficient 207
Analytical solution of the bond behavior of FRCM composites using a rigid-softening cohesive material law 201
Experimental and analytical investigation of PBO FRCM-concrete bond behavior using direct and indirect shear test set-ups 201
Experimental Investigation on the Mechanical and Bond Properties of GFRP Anchors Adopted in FRCM-Masonry Strengthening 193
Effect of cyclic load on the tensile behavior of a PBO FRCM composite 192
Analytical solution of the full-range behavior of adhesively bonded FRP-steel joints made with toughened adhesives 190
Effect of salt crystallization on the bond behavior of glass FRCM-masonry joints 190
Application of a Toughened Epoxy Adhesive for the Fatigue Strengthening of Steel Structures 185
Durability of a Glass Fabric-Reinforced Cementitious Matrix Composite under Different Environmental Conditions 180
Externally Bonded CFRP Reinforcement of Steel Structures: Mechanical Characterization of a Toughened Epoxy Adhesive 178
Numerical Study of the Effective Lap-Splice Length of FRCM Composites 168
Fatigue Behavior of FRCM Strengthened RC Beams: State of the Art and Future Developments 168
Experimental and numerical investigation on the tensile behavior of PBO FRCM composites with textile lap splice 163
FATIGUE BEHAVIOR OF CFRP-CONCRETE JOINTS UNDER VARYING LOAD FREQUENCY 162
Debonding sawtooth analytical model and FE implementation with in-house experimental validation for SRG-strengthened joints subjected to direct shear 162
Fatigue and post-fatigue behavior of FRCM-concrete specimens under direct shear and bending conditions 161
Effect of wet-dry cycles on the bond behavior of fiber-reinforced inorganic-matrix systems bonded to masonry substrates 161
Experimental and Statistical Analysis of Repeated Impact Records of Hybrid Fiber-Reinforced High-Performance Concrete 153
Long-Term Behavior of PBO FRCM and Comparison with Other Inorganic-Matrix Composites 152
Influence of the test set-up on the bond behavior of FRCM composites 151
Fatigue performance of CFRP-steel joints bonded with toughened adhesive: experimental investigation and numerical modelling 147
EXPERIMENTAL AND NUMERICAL INVESTIGATION OF THE BOND BEHAVIOR OF CFRP-TO-STEEL JOINTS UNDER FATIGUE LOADING 144
Tensile behavior of a glass FRCM composite with textile lap splice exposed to freeze-thaw cycles 141
Study of the bond behavior of frcm-masonry joints using a modified beam test 140
Repair and strengthening of existing structures using FRP composites externally-bonded with toughened epoxy adhesives 138
Fatigue Behavior of PBO FRCM Composite Applied to Concrete Substrate 132
The influence of CFRP fatigue behavior on CFRP-to-steel bonded joints 130
Study of the influence of interface normal stresses on the bond behavior of FRCM composites using direct shear and modified beam tests 130
Strengthening of different types of slabs with Composite-Reinforced Mortars (CRM) 123
Low-and high-cycle fatigue behavior of FRCM composites 118
On the steel cover refurbishment of Palermo sport palace 106
Identifiability of the parameters contained in a cyclic cohesive zone model for CFRP-to-steel bonded joints 106
On the fatigue behavior of thin and thick adhesively bonded composite joints 100
Influence of composite damage on CFRP/steel bonded joint behaviour under cyclic loadings 92
Seismic behaviour of stone arch bridges in Sicily 72
Automated crack propagation detection in adhesively bonded composite joints with Digital Image Correlation techniques 62
Debonding Sawtooth Analytical Model for SRG-Strengthened Joints Subjected to Direct Shear and Experimentally Tested 58
Analytical and Experimental Study of FRCM Composites with Lap-Spliced Textiles 27
Repair of Fatigue-Damaged Steel Beams with CFRP Plates Externally-Bonded with Toughened Adhesive 22
Totale 6.928
Categoria #
all - tutte 19.784
article - articoli 8.285
book - libri 0
conference - conferenze 3.022
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 8.477
Totale 39.568


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022116 0 0 0 14 20 6 11 10 15 10 13 17
2022/2023368 24 38 14 34 46 44 12 13 64 39 28 12
2023/2024280 34 20 18 17 17 21 14 26 22 33 19 39
2024/20251.099 6 33 18 29 152 107 60 102 136 87 171 198
2025/20264.069 583 729 287 375 177 241 560 213 312 287 102 203
2026/2027683 156 174 258 95 0 0 0 0 0 0 0 0
Totale 6.928