BOSCATO, GIOSUE'
 Distribuzione geografica
Continente #
NA - Nord America 12.593
EU - Europa 4.511
AS - Asia 4.428
AF - Africa 504
SA - Sud America 63
Continente sconosciuto - Info sul continente non disponibili 36
OC - Oceania 3
Totale 22.138
Nazione #
US - Stati Uniti d'America 10.131
CA - Canada 2.443
CN - Cina 1.646
SG - Singapore 1.300
HK - Hong Kong 1.165
UA - Ucraina 887
RU - Federazione Russa 717
IT - Italia 668
DE - Germania 492
FR - Francia 333
GB - Regno Unito 308
PL - Polonia 303
SN - Senegal 288
FI - Finlandia 232
SE - Svezia 204
CI - Costa d'Avorio 184
KR - Corea 126
IE - Irlanda 124
BE - Belgio 68
BR - Brasile 51
IN - India 45
CH - Svizzera 36
VN - Vietnam 36
EU - Europa 35
NL - Olanda 28
TR - Turchia 25
IR - Iran 24
PT - Portogallo 23
JP - Giappone 21
LT - Lituania 18
CZ - Repubblica Ceca 15
MX - Messico 15
ES - Italia 14
SC - Seychelles 14
ZA - Sudafrica 12
GR - Grecia 8
AE - Emirati Arabi Uniti 7
AT - Austria 7
EE - Estonia 7
KZ - Kazakistan 6
AR - Argentina 5
PH - Filippine 5
BD - Bangladesh 4
DZ - Algeria 4
AU - Australia 3
EC - Ecuador 3
ID - Indonesia 3
MK - Macedonia 3
AL - Albania 2
AM - Armenia 2
CL - Cile 2
DK - Danimarca 2
HU - Ungheria 2
IL - Israele 2
KG - Kirghizistan 2
LV - Lettonia 2
MD - Moldavia 2
NO - Norvegia 2
PK - Pakistan 2
RO - Romania 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AZ - Azerbaigian 1
BA - Bosnia-Erzegovina 1
CO - Colombia 1
CR - Costa Rica 1
EG - Egitto 1
GD - Grenada 1
IQ - Iraq 1
JM - Giamaica 1
JO - Giordania 1
LK - Sri Lanka 1
MA - Marocco 1
PA - Panama 1
PE - Perù 1
QA - Qatar 1
SA - Arabia Saudita 1
SK - Slovacchia (Repubblica Slovacca) 1
UZ - Uzbekistan 1
Totale 22.138
Città #
Montreal 2.207
Fairfield 1.343
Hong Kong 1.162
Woodbridge 975
Chandler 845
Ashburn 788
Houston 677
Seattle 618
Singapore 612
Wilmington 609
Ann Arbor 533
Jacksonville 490
Cambridge 472
Nanjing 324
Dakar 288
San Mateo 267
Dearborn 261
Lawrence 246
Kraków 237
Beijing 230
Toronto 206
Abidjan 184
Nanchang 139
Redmond 138
Hefei 137
Düsseldorf 129
Dublin 122
Princeton 122
Shanghai 108
Seoul 106
The Dalles 95
London 91
Venezia 84
Venice 80
Boardman 71
Kunming 69
Los Angeles 68
Brussels 66
Warsaw 65
Tianjin 64
Chicago 63
Shenyang 50
San Diego 46
Hebei 45
Jinan 43
Philadelphia 41
Changsha 40
Council Bluffs 40
Dallas 38
Hangzhou 37
Zurich 36
Moscow 35
Munich 34
Brooklyn 33
Jiaxing 32
Campalto 30
Santa Clara 30
Helsinki 28
Rome 27
Bologna 26
Vigonovo 26
Zhengzhou 26
Lanzhou 25
Milan 25
Ningbo 25
Berlin 23
Changchun 22
Frankfurt am Main 21
Ardabil 20
New York 20
Atlanta 19
Caserta 19
Las Vegas 18
São Paulo 17
Falkenstein 16
Guangzhou 16
Monmouth Junction 15
San Francisco 15
Tokyo 15
Auburn Hills 14
Augusta 13
Denver 12
Saint Petersburg 12
Islington 11
Mumbai 11
Norwalk 11
San Donà di Piave 11
Stockholm 11
Taizhou 11
Ankara 10
Boston 10
Fuzhou 10
Haikou 10
Ho Chi Minh City 10
Johannesburg 10
Nizhniy Novgorod 10
Ottawa 10
Pescara 10
Turin 10
Brno 9
Totale 16.691
Nome #
Structural and thermal behaviour of a timber-concrete prefabricated composite wall system 2.494
Numerical and Theoretical Models for NFRCM-Strengthened Masonry 329
Optimized procedures and strategies for the dynamic monitoring of historical structures 318
Approach and methodology in understanding the structural behaviour of historic arch bridges through dynamic monitoring: the case of Rialto bridge in Venice 291
Dynamic investigation on the Mirandola bell tower in post-earthquake scenarios 284
A new concrete-glulam prefabricated composite wall system : thermal behavior, life cycle assessment and structural response 274
Creep Effects in Pultruded FRP Beams 271
Knowledge of the construction technique of the multiple leaf masonry façades of Palazzo Ducale in Venice with ND and MD tests 261
Performance of different connections for a SFGP-RC prototype panel 260
Renovation of a School Building : Energy Retrofit and Seismic Upgrade in a School Building in Motta Di Livenza 257
Comparative study on dynamic parameters and seismic demand of pultruded FRP members and structures 253
Collapse mechanisms due to earthquake in the structural typologies of historic constructions: The case of Mirandola 247
Design of an innovative large FRP pultruded structure 246
Discrete and Finite Element Models for the Analysis of Unreinforced and Partially Reinforced Masonry Arches 246
Damage assessment of historic buildings hit by earthquake 245
Structural behaviour and comparison of CGF panels 244
Non-destructive experimentation : Dynamic identification of multi-leaf masonry walls damaged and consolidated 239
SHM of Historic Damaged Churches 238
Seismic Design of Pultruded FRP Structures as Ancillary and/or Independent Solution 231
Multi-Leaf Masonry Walls with Full, Damaged and Consolidated Infill: Experimental and Numerical Analyses 227
Dynamic Identification of All-FRP Pultruded Structures 224
Static monitoring and non-destructive test of a historic damaged palace 223
Dynamic Response of a Sheet Pile of Fiber Reinforced Polymer for Waterfront Barriers 221
Integrated topographical and inclinometric procedures for long term monitoring of complex civil structures 221
Dissipative capacity on FRP spatial pultruded structure 217
On the Performance of a Very Large All-GFRP Strut and Tie Structure 212
Global Sensitivity-Based Model Updating for Heritage Structures 207
Sensitivity to damage imperfection for multileaf masonry walls based on vibrational analyses 203
Experimental and numerical evaluation of structural dynamic behavior of Rialto Bridge in Venice 201
L'affidabilità delle prove Micro-Distruttive e Non-Dristruttive per l’analisi delle strutture storiche danneggiate da sisma. 200
The City Hall of Mirandola Hardly Hit by the Earthquake of 2012: Damage Assessment and Approaches for the Seismic Improvement 200
Experimental and numerical investigation on dynamic properties of thin-walled GFRP buckled columns 199
Structural Health Monitoring through Vibration-Based Approaches 198
Performance of built-up columns made by pultruded FRP material 193
Dynamic parameters of pultruded GFRP structures for seismic protection of historical building heritage 191
Free vibrations of a pultruded GFRP frame with different rotational stiffnesses of bolted joints 190
Anime Sante Church's Dome After 2009 L'Aquila Earthquake, Monitoring and Strengthening Approache 190
Structural Performance of a New Column’s Prototype Made by FRP Pultruded Material and Light Concrete 187
Surveys on the Jagannath Temple's seismic response in Kathmandu 187
Shape design enhancement of pultruded FRP profiles for structures ancillary to masonry constructions 184
Free Vibrations of Pultruded FRP Elements: Mechanical Characterization, Analysis, and Applications 182
Buckling of Built-up Columns of Pultruded FRP C-sections 181
First Evaluations on Structural Response of FRP Pultruded Applications Subjected to Seismic Actions 181
Experimental Characterisation of Dynamic Properties of an All-FRP Truss Bridge 181
Sensitivity analysis of geometric irregular effects on vulnerability of large-hall historic structures 178
On mechanical performance of different type of FRP beams as reinforcement of pedestrian bridge 177
ASSESSMENT OF VERY OLD MASONRY WALLS AFTER EARTHQUAKE BY NON-DESTRUCTIVE SONIC TESTING: THE CASE OF L'AQUILA 172
Buckling of GFRP pultruded built-up columns 172
Experimental Investigation on Shear-Reinforced Masonry Sample with FRP Bars 172
GFRP Members in Free Vibrations Field, Dynamic Parameters of Profiles and 3D Structure. 170
Proposal of the concrete-GFRP interaction models 170
Integrated control in monitoring historic buildings; the case of wall structures of Palazzo Ducale in Venice 169
ND tests for a first assessment of mechanical behaviour of the stone-covered façades of Palazzo Ducale in Venice 166
Experimental investigation on repair of RC pavements with SFRC 165
Behaviour of a Historical Masonry Structure Subjected to Fire 159
Sicurezza e conservazione nel recupero dei beni culturali colpiti da sisma, strategie e tecniche di ricostruzione ad un anno dal terremoto abruzzese, Volume degli atti del convegno, Venezia 8 – 9 aprile 2010. 157
GFRP Structures Subjected to Dynamic Action 155
null 153
Buckling and shape influence in GFRP pultruded columns 152
Creep in elementi compositi: il caso della trave inflessa 150
Affidabilità dei ponti storici ad arco in muratura: il caso del ponte del Diavolo nell'isola di Torcello 150
Shear characterization of periodic masonry through numerical and experimental validations at the elementary scale 149
Technical-scientific reports on structural performances of S. Pietro di Coppito Church 147
Seismic Behaviour of a Complex Historical Church in L'Aquila 143
Carbonio + Vetro. Elementi strutturali in FRP e doppia fibra di rinforzo 142
Primi esisti del monitoraggio della chiesa di Santa Maria del Suffragio all'Aquila 141
Approach to the structural design with pultruded elements 140
Test results on concrete-filled GFRP hollow profiles subjected to axial load 140
Comparisons among non-destructive and micro-desctructive tests in historic masonry structures: first results and reliability 137
Non-linear continuous model for three leaf masonry walls 136
Indagini analitiche e sperimentali su strutture storiche soggette ad incendio: il Molino Stucky 134
Complesso Monumentale Della Chiesa Di San Pietro di Coppito all’Aquila 134
Seismic monitoring by piezoelectric accelerometers of a damaged historical monument in downtown L’Aquila 134
Experimental assessment of tensile behavior of reinforced self-compacting concrete ties 133
Experimental buckling curves for GFRP columns 132
Structural health monitoring of basilica plan churches damaged by earthquake 131
Structural identification of damaged Anime Sante church using ambient vibration, forced vibration and earthquake action 131
Critical Buckling Load of FRP Thin-Walled Column: Influence of Creep Effect 130
Time-dependent effects on critical buckling load of pultruded column 128
Dynamic validation of post-earthquake safety interventions in Mirandola, 2012 Emilia earthquake 126
Dynamic identification of all-GFRP structures 126
Concrete-Filled GFRP Hollow Profiles Subjected to Axial Load 124
Structural Monitoring of the Slender Double-Layered Façade of Palazzo Ducale in Venice - Preliminary Analysis of Measurements 124
Damage-imperfection indicators for the assessment of multi-leaf masonry walls under different conditions 124
The FRP Beams as Reinforcement of Pedestrian Bridge 121
Methodology for the dynamic identification of damaged unreinforced masonry walls through vibrations tests 121
I profili strutturali ibridi in composito 120
Experimental Assessment of Flexural Behaviour of Self-Compacting Concrete Prefabricated Beams 120
Torre di S. Stefano di Sessanio 120
Manufacturing imperfection assessment of multi-leaf masonry panels 120
Structural performance of iron-wood-FRP pedestrian bridge 117
PRELIMINARY ANALYSIS OF AMBIENT VIBRATION TESTS OF AN ANCIENT RENAISSANCE PALACE AFTER 2012 EMLIA EARTHQUAKE IN NORTHERN ITALY 115
Sensitivity analysis of damaged monumental structures: the example of S. Maria del Suffragio in L'Aquila 113
Structural behaviour of a SFGP-RC prototype panel's 110
Dynamic perfomance of structural pultruded profiles 109
La diagnostica non distruttiva nel recupero delle strutture in muratura storica 109
Natural frequencies of pultruded profiles with different cross section 108
Design and free vibrations of a large temporary roof frp structure for the Santa Maria Paganica Church in L'Aquila, Italy 108
Il Molino Stucky: Affidabilità delle Strutture Murarie Danneggiate e Meccanica del Crollo 108
In-plane behaviour of NFRCM-strengthened masonry modelled by means of discrete elements 107
Totale 19.927
Categoria #
all - tutte 109.010
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 109.010


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20212.096 0 0 0 230 365 241 246 168 120 196 406 124
2021/20221.513 335 271 170 57 63 60 36 200 67 183 42 29
2022/20232.296 422 427 60 337 161 311 54 119 230 36 89 50
2023/20243.395 144 48 53 51 95 67 102 363 164 2.218 14 76
2024/20253.569 201 93 171 112 151 382 936 194 358 250 476 245
2025/20261.476 291 519 325 341 0 0 0 0 0 0 0 0
Totale 22.829