Air Iuav archivio istituzionale della ricerca

BOSCATO, GIOSUE'
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 12.416
EU - Europa 4.444
AS - Asia 4.104
AF - Africa 494
Continente sconosciuto - Info sul continente non disponibili 36
SA - Sud America 34
OC - Oceania 3
Totale 21.531
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 9.968
CA - Canada 2.436
CN - Cina 1.627
HK - Hong Kong 1.163
SG - Singapore 1.036
UA - Ucraina 886
RU - Federazione Russa 717
IT - Italia 657
DE - Germania 486
FR - Francia 319
PL - Polonia 298
GB - Regno Unito 296
SN - Senegal 288
FI - Finlandia 227
SE - Svezia 200
CI - Costa d'Avorio 184
KR - Corea 126
IE - Irlanda 123
BE - Belgio 68
IN - India 42
CH - Svizzera 36
EU - Europa 35
BR - Brasile 25
NL - Olanda 25
IR - Iran 24
TR - Turchia 24
PT - Portogallo 23
LT - Lituania 18
JP - Giappone 16
CZ - Repubblica Ceca 15
SC - Seychelles 14
ES - Italia 12
VN - Vietnam 12
MX - Messico 10
GR - Grecia 8
AT - Austria 7
EE - Estonia 7
AE - Emirati Arabi Uniti 6
KZ - Kazakistan 6
PH - Filippine 5
AR - Argentina 4
DZ - Algeria 4
AU - Australia 3
BD - Bangladesh 3
MK - Macedonia 3
AL - Albania 2
AM - Armenia 2
CL - Cile 2
DK - Danimarca 2
EC - Ecuador 2
IL - Israele 2
KG - Kirghizistan 2
LV - Lettonia 2
NO - Norvegia 2
PK - Pakistan 2
RO - Romania 2
ZA - Sudafrica 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AZ - Azerbaigian 1
CO - Colombia 1
EG - Egitto 1
HU - Ungheria 1
IQ - Iraq 1
JM - Giamaica 1
JO - Giordania 1
LK - Sri Lanka 1
MA - Marocco 1
MD - Moldavia 1
PA - Panama 1
SA - Arabia Saudita 1
SK - Slovacchia (Repubblica Slovacca) 1
UZ - Uzbekistan 1
Totale 21.531
Salva come PNG Salva come JPEG
Città #
Montreal 2.202
Fairfield 1.343
Hong Kong 1.160
Woodbridge 975
Chandler 845
Ashburn 769
Houston 675
Seattle 616
Wilmington 607
Ann Arbor 533
Jacksonville 490
Cambridge 472
Singapore 468
Nanjing 324
Dakar 288
San Mateo 267
Dearborn 261
Lawrence 246
Kraków 237
Beijing 226
Toronto 205
Abidjan 184
Nanchang 139
Redmond 138
Hefei 137
Düsseldorf 129
Dublin 122
Princeton 122
Shanghai 108
Seoul 106
The Dalles 93
London 91
Venezia 84
Venice 79
Boardman 71
Kunming 69
Brussels 66
Tianjin 64
Warsaw 61
Chicago 55
Los Angeles 51
Shenyang 50
San Diego 46
Hebei 45
Jinan 43
Philadelphia 41
Changsha 40
Council Bluffs 40
Hangzhou 37
Zurich 36
Moscow 35
Munich 34
Brooklyn 33
Dallas 31
Jiaxing 31
Campalto 30
Santa Clara 29
Helsinki 28
Rome 26
Vigonovo 26
Zhengzhou 26
Bologna 25
Lanzhou 25
Ningbo 25
Milan 24
Berlin 23
Changchun 22
Ardabil 20
Caserta 19
Las Vegas 18
Falkenstein 16
Frankfurt am Main 15
Guangzhou 15
Monmouth Junction 15
Atlanta 14
Auburn Hills 14
New York 14
San Francisco 14
Augusta 13
Saint Petersburg 12
São Paulo 12
Islington 11
Norwalk 11
San Donà di Piave 11
Taizhou 11
Fuzhou 10
Haikou 10
Nizhniy Novgorod 10
Ottawa 10
Pescara 10
Tokyo 10
Ankara 9
Brno 9
Leawood 9
Mira 9
Mumbai 9
Padova 9
Paris 9
Turin 9
Atri 8
Totale 16.424
Salva come PNG Salva come JPEG
Nome #
Structural and thermal behaviour of a timber-concrete prefabricated composite wall system 2.488
Numerical and Theoretical Models for NFRCM-Strengthened Masonry 324
Optimized procedures and strategies for the dynamic monitoring of historical structures 309
Approach and methodology in understanding the structural behaviour of historic arch bridges through dynamic monitoring: the case of Rialto bridge in Venice 283
Dynamic investigation on the Mirandola bell tower in post-earthquake scenarios 280
Creep Effects in Pultruded FRP Beams 264
A new concrete-glulam prefabricated composite wall system : thermal behavior, life cycle assessment and structural response 264
Knowledge of the construction technique of the multiple leaf masonry façades of Palazzo Ducale in Venice with ND and MD tests 254
Performance of different connections for a SFGP-RC prototype panel 252
Renovation of a School Building : Energy Retrofit and Seismic Upgrade in a School Building in Motta Di Livenza 251
Comparative study on dynamic parameters and seismic demand of pultruded FRP members and structures 249
Discrete and Finite Element Models for the Analysis of Unreinforced and Partially Reinforced Masonry Arches 243
Collapse mechanisms due to earthquake in the structural typologies of historic constructions: The case of Mirandola 240
Design of an innovative large FRP pultruded structure 239
Non-destructive experimentation : Dynamic identification of multi-leaf masonry walls damaged and consolidated 238
Damage assessment of historic buildings hit by earthquake 238
Structural behaviour and comparison of CGF panels 236
SHM of Historic Damaged Churches 233
Seismic Design of Pultruded FRP Structures as Ancillary and/or Independent Solution 224
Multi-Leaf Masonry Walls with Full, Damaged and Consolidated Infill: Experimental and Numerical Analyses 222
Dynamic Response of a Sheet Pile of Fiber Reinforced Polymer for Waterfront Barriers 216
Integrated topographical and inclinometric procedures for long term monitoring of complex civil structures 215
Static monitoring and non-destructive test of a historic damaged palace 214
Dynamic Identification of All-FRP Pultruded Structures 214
Dissipative capacity on FRP spatial pultruded structure 210
On the Performance of a Very Large All-GFRP Strut and Tie Structure 210
Global Sensitivity-Based Model Updating for Heritage Structures 204
Experimental and numerical evaluation of structural dynamic behavior of Rialto Bridge in Venice 199
Sensitivity to damage imperfection for multileaf masonry walls based on vibrational analyses 198
The City Hall of Mirandola Hardly Hit by the Earthquake of 2012: Damage Assessment and Approaches for the Seismic Improvement 197
Experimental and numerical investigation on dynamic properties of thin-walled GFRP buckled columns 194
L'affidabilità delle prove Micro-Distruttive e Non-Dristruttive per l’analisi delle strutture storiche danneggiate da sisma. 193
Structural Health Monitoring through Vibration-Based Approaches 193
Performance of built-up columns made by pultruded FRP material 189
Dynamic parameters of pultruded GFRP structures for seismic protection of historical building heritage 188
Free vibrations of a pultruded GFRP frame with different rotational stiffnesses of bolted joints 187
Structural Performance of a New Column’s Prototype Made by FRP Pultruded Material and Light Concrete 185
Anime Sante Church's Dome After 2009 L'Aquila Earthquake, Monitoring and Strengthening Approache 182
First Evaluations on Structural Response of FRP Pultruded Applications Subjected to Seismic Actions 179
Surveys on the Jagannath Temple's seismic response in Kathmandu 179
Experimental Characterisation of Dynamic Properties of an All-FRP Truss Bridge 179
Shape design enhancement of pultruded FRP profiles for structures ancillary to masonry constructions 177
Free Vibrations of Pultruded FRP Elements: Mechanical Characterization, Analysis, and Applications 176
Sensitivity analysis of geometric irregular effects on vulnerability of large-hall historic structures 174
On mechanical performance of different type of FRP beams as reinforcement of pedestrian bridge 173
Buckling of Built-up Columns of Pultruded FRP C-sections 171
Experimental Investigation on Shear-Reinforced Masonry Sample with FRP Bars 171
GFRP Members in Free Vibrations Field, Dynamic Parameters of Profiles and 3D Structure. 167
Proposal of the concrete-GFRP interaction models 166
Integrated control in monitoring historic buildings; the case of wall structures of Palazzo Ducale in Venice 164
Buckling of GFRP pultruded built-up columns 164
ASSESSMENT OF VERY OLD MASONRY WALLS AFTER EARTHQUAKE BY NON-DESTRUCTIVE SONIC TESTING: THE CASE OF L'AQUILA 163
ND tests for a first assessment of mechanical behaviour of the stone-covered façades of Palazzo Ducale in Venice 163
Experimental investigation on repair of RC pavements with SFRC 163
Behaviour of a Historical Masonry Structure Subjected to Fire 156
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. 153
GFRP Structures Subjected to Dynamic Action 153
null 153
Buckling and shape influence in GFRP pultruded columns 148
Creep in elementi compositi: il caso della trave inflessa 145
Technical-scientific reports on structural performances of S. Pietro di Coppito Church 145
Affidabilità dei ponti storici ad arco in muratura: il caso del ponte del Diavolo nell'isola di Torcello 144
Carbonio + Vetro. Elementi strutturali in FRP e doppia fibra di rinforzo 139
Shear characterization of periodic masonry through numerical and experimental validations at the elementary scale 138
Seismic Behaviour of a Complex Historical Church in L'Aquila 138
Primi esisti del monitoraggio della chiesa di Santa Maria del Suffragio all'Aquila 137
Approach to the structural design with pultruded elements 135
Test results on concrete-filled GFRP hollow profiles subjected to axial load 135
Comparisons among non-destructive and micro-desctructive tests in historic masonry structures: first results and reliability 135
Indagini analitiche e sperimentali su strutture storiche soggette ad incendio: il Molino Stucky 133
Complesso Monumentale Della Chiesa Di San Pietro di Coppito all’Aquila 131
Seismic monitoring by piezoelectric accelerometers of a damaged historical monument in downtown L’Aquila 131
Non-linear continuous model for three leaf masonry walls 130
Experimental assessment of tensile behavior of reinforced self-compacting concrete ties 129
Structural health monitoring of basilica plan churches damaged by earthquake 129
Critical Buckling Load of FRP Thin-Walled Column: Influence of Creep Effect 128
Structural identification of damaged Anime Sante church using ambient vibration, forced vibration and earthquake action 128
Experimental buckling curves for GFRP columns 128
Time-dependent effects on critical buckling load of pultruded column 124
Dynamic validation of post-earthquake safety interventions in Mirandola, 2012 Emilia earthquake 123
Structural Monitoring of the Slender Double-Layered Façade of Palazzo Ducale in Venice - Preliminary Analysis of Measurements 121
The FRP Beams as Reinforcement of Pedestrian Bridge 119
Damage-imperfection indicators for the assessment of multi-leaf masonry walls under different conditions 119
Dynamic identification of all-GFRP structures 119
I profili strutturali ibridi in composito 118
Methodology for the dynamic identification of damaged unreinforced masonry walls through vibrations tests 118
Experimental Assessment of Flexural Behaviour of Self-Compacting Concrete Prefabricated Beams 117
Concrete-Filled GFRP Hollow Profiles Subjected to Axial Load 117
Torre di S. Stefano di Sessanio 117
Manufacturing imperfection assessment of multi-leaf masonry panels 117
Structural performance of iron-wood-FRP pedestrian bridge 115
PRELIMINARY ANALYSIS OF AMBIENT VIBRATION TESTS OF AN ANCIENT RENAISSANCE PALACE AFTER 2012 EMLIA EARTHQUAKE IN NORTHERN ITALY 111
Sensitivity analysis of damaged monumental structures: the example of S. Maria del Suffragio in L'Aquila 111
Dynamic perfomance of structural pultruded profiles 108
Structural behaviour of a SFGP-RC prototype panel's 108
Design and free vibrations of a large temporary roof frp structure for the Santa Maria Paganica Church in L'Aquila, Italy 106
Natural frequencies of pultruded profiles with different cross section 105
La diagnostica non distruttiva nel recupero delle strutture in muratura storica 105
Il Molino Stucky: Affidabilità delle Strutture Murarie Danneggiate e Meccanica del Crollo 105
Monitoraggio e diagnostica strutturale nelle zone colpite dal sisma dell’Aquila: prime valutazioni sull’attendibilità dei risultati 104
Totale 19.476
Salva come PNG Salva come JPEG
Categoria #
all - tutte 104.708
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 104.708
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20212.422 0 0 326 230 365 241 246 168 120 196 406 124
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
2025/2026869 291 519 59 0 0 0 0 0 0 0 0 0
Totale 22.222