Air Iuav archivio istituzionale della ricerca

BOSCATO, GIOSUE'
 Distribuzione geografica
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Continente #
NA - Nord America 12.301
EU - Europa 4.400
AS - Asia 3.520
AF - Africa 494
Continente sconosciuto - Info sul continente non disponibili 36
SA - Sud America 19
OC - Oceania 3
Totale 20.773
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Nazione #
US - Stati Uniti d'America 9.863
CA - Canada 2.430
CN - Cina 1.546
HK - Hong Kong 1.097
UA - Ucraina 886
SG - Singapore 718
RU - Federazione Russa 717
IT - Italia 641
DE - Germania 484
FR - Francia 307
PL - Polonia 297
GB - Regno Unito 292
SN - Senegal 288
FI - Finlandia 226
SE - Svezia 199
CI - Costa d'Avorio 184
IE - Irlanda 123
BE - Belgio 68
IN - India 40
CH - Svizzera 36
EU - Europa 35
NL - Olanda 25
IR - Iran 24
PT - Portogallo 23
TR - Turchia 23
KR - Corea 21
LT - Lituania 16
CZ - Repubblica Ceca 15
SC - Seychelles 14
BR - Brasile 12
JP - Giappone 12
ES - Italia 11
VN - Vietnam 9
GR - Grecia 8
EE - Estonia 7
KZ - Kazakistan 6
MX - Messico 6
PH - Filippine 5
AE - Emirati Arabi Uniti 4
AT - Austria 4
DZ - Algeria 4
AR - Argentina 3
AU - Australia 3
BD - Bangladesh 3
MK - Macedonia 3
AL - Albania 2
AM - Armenia 2
CL - Cile 2
DK - Danimarca 2
IL - Israele 2
KG - Kirghizistan 2
NO - Norvegia 2
RO - Romania 2
ZA - Sudafrica 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AZ - Azerbaigian 1
CO - Colombia 1
EC - Ecuador 1
EG - Egitto 1
HU - Ungheria 1
JM - Giamaica 1
JO - Giordania 1
LK - Sri Lanka 1
LV - Lettonia 1
MA - Marocco 1
MD - Moldavia 1
PA - Panama 1
PK - Pakistan 1
SA - Arabia Saudita 1
SK - Slovacchia (Repubblica Slovacca) 1
UZ - Uzbekistan 1
Totale 20.773
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Città #
Montreal 2.198
Fairfield 1.343
Hong Kong 1.094
Woodbridge 975
Chandler 845
Ashburn 749
Houston 675
Seattle 616
Wilmington 607
Ann Arbor 533
Jacksonville 490
Cambridge 472
Singapore 409
Nanjing 324
Dakar 288
San Mateo 267
Dearborn 261
Lawrence 246
Kraków 237
Toronto 205
Abidjan 184
Beijing 151
Nanchang 139
Redmond 138
Hefei 137
Düsseldorf 129
Dublin 122
Princeton 122
Shanghai 108
The Dalles 93
London 91
Venezia 84
Venice 75
Boardman 71
Kunming 69
Brussels 66
Tianjin 64
Warsaw 60
Chicago 53
Shenyang 50
San Diego 46
Hebei 45
Los Angeles 44
Jinan 43
Philadelphia 41
Changsha 40
Hangzhou 37
Zurich 36
Moscow 35
Munich 34
Council Bluffs 31
Jiaxing 31
Campalto 30
Brooklyn 29
Santa Clara 29
Helsinki 28
Rome 26
Vigonovo 26
Zhengzhou 26
Bologna 25
Lanzhou 25
Ningbo 25
Berlin 23
Changchun 22
Milan 22
Ardabil 20
Caserta 19
Las Vegas 18
Falkenstein 16
Guangzhou 15
Monmouth Junction 15
Auburn Hills 14
Frankfurt am Main 14
Augusta 13
San Francisco 13
Saint Petersburg 12
Islington 11
New York 11
Norwalk 11
San Donà di Piave 11
Taizhou 11
Atlanta 10
Fuzhou 10
Haikou 10
Nizhniy Novgorod 10
Ottawa 10
Pescara 10
Brno 9
Leawood 9
Mira 9
Mumbai 9
Padova 9
Paris 9
São Paulo 9
Turin 9
Ankara 8
Atri 8
Dallas 8
Indiana 8
Kilburn 8
Totale 16.035
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Nome #
Structural and thermal behaviour of a timber-concrete prefabricated composite wall system 2.479
Numerical and Theoretical Models for NFRCM-Strengthened Masonry 314
Optimized procedures and strategies for the dynamic monitoring of historical structures 300
Dynamic investigation on the Mirandola bell tower in post-earthquake scenarios 276
Approach and methodology in understanding the structural behaviour of historic arch bridges through dynamic monitoring: the case of Rialto bridge in Venice 274
Creep Effects in Pultruded FRP Beams 253
Knowledge of the construction technique of the multiple leaf masonry façades of Palazzo Ducale in Venice with ND and MD tests 246
Comparative study on dynamic parameters and seismic demand of pultruded FRP members and structures 246
Performance of different connections for a SFGP-RC prototype panel 245
A new concrete-glulam prefabricated composite wall system : thermal behavior, life cycle assessment and structural response 243
Renovation of a School Building : Energy Retrofit and Seismic Upgrade in a School Building in Motta Di Livenza 238
Collapse mechanisms due to earthquake in the structural typologies of historic constructions: The case of Mirandola 238
Non-destructive experimentation : Dynamic identification of multi-leaf masonry walls damaged and consolidated 235
Design of an innovative large FRP pultruded structure 234
Discrete and Finite Element Models for the Analysis of Unreinforced and Partially Reinforced Masonry Arches 231
Structural behaviour and comparison of CGF panels 231
Damage assessment of historic buildings hit by earthquake 231
SHM of Historic Damaged Churches 227
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 215
Static monitoring and non-destructive test of a historic damaged palace 212
Dynamic Response of a Sheet Pile of Fiber Reinforced Polymer for Waterfront Barriers 209
Integrated topographical and inclinometric procedures for long term monitoring of complex civil structures 209
Dynamic Identification of All-FRP Pultruded Structures 208
Dissipative capacity on FRP spatial pultruded structure 207
On the Performance of a Very Large All-GFRP Strut and Tie Structure 207
Global Sensitivity-Based Model Updating for Heritage Structures 202
The City Hall of Mirandola Hardly Hit by the Earthquake of 2012: Damage Assessment and Approaches for the Seismic Improvement 196
Experimental and numerical evaluation of structural dynamic behavior of Rialto Bridge in Venice 194
Sensitivity to damage imperfection for multileaf masonry walls based on vibrational analyses 194
Structural Health Monitoring through Vibration-Based Approaches 191
Experimental and numerical investigation on dynamic properties of thin-walled GFRP buckled columns 189
L'affidabilità delle prove Micro-Distruttive e Non-Dristruttive per l’analisi delle strutture storiche danneggiate da sisma. 185
Dynamic parameters of pultruded GFRP structures for seismic protection of historical building heritage 184
Free vibrations of a pultruded GFRP frame with different rotational stiffnesses of bolted joints 183
Performance of built-up columns made by pultruded FRP material 183
Structural Performance of a New Column’s Prototype Made by FRP Pultruded Material and Light Concrete 182
First Evaluations on Structural Response of FRP Pultruded Applications Subjected to Seismic Actions 177
Experimental Characterisation of Dynamic Properties of an All-FRP Truss Bridge 176
Surveys on the Jagannath Temple's seismic response in Kathmandu 175
Anime Sante Church's Dome After 2009 L'Aquila Earthquake, Monitoring and Strengthening Approache 175
Sensitivity analysis of geometric irregular effects on vulnerability of large-hall historic structures 172
Free Vibrations of Pultruded FRP Elements: Mechanical Characterization, Analysis, and Applications 171
On mechanical performance of different type of FRP beams as reinforcement of pedestrian bridge 168
Experimental Investigation on Shear-Reinforced Masonry Sample with FRP Bars 168
Shape design enhancement of pultruded FRP profiles for structures ancillary to masonry constructions 166
Proposal of the concrete-GFRP interaction models 164
GFRP Members in Free Vibrations Field, Dynamic Parameters of Profiles and 3D Structure. 163
Buckling of Built-up Columns of Pultruded FRP C-sections 163
Experimental investigation on repair of RC pavements with SFRC 160
ND tests for a first assessment of mechanical behaviour of the stone-covered façades of Palazzo Ducale in Venice 159
Buckling of GFRP pultruded built-up columns 153
null 153
ASSESSMENT OF VERY OLD MASONRY WALLS AFTER EARTHQUAKE BY NON-DESTRUCTIVE SONIC TESTING: THE CASE OF L'AQUILA 151
Integrated control in monitoring historic buildings; the case of wall structures of Palazzo Ducale in Venice 151
GFRP Structures Subjected to Dynamic Action 151
Behaviour of a Historical Masonry Structure Subjected to Fire 147
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. 145
Technical-scientific reports on structural performances of S. Pietro di Coppito Church 139
Buckling and shape influence in GFRP pultruded columns 138
Creep in elementi compositi: il caso della trave inflessa 137
Carbonio + Vetro. Elementi strutturali in FRP e doppia fibra di rinforzo 135
Seismic Behaviour of a Complex Historical Church in L'Aquila 135
Affidabilità dei ponti storici ad arco in muratura: il caso del ponte del Diavolo nell'isola di Torcello 134
Primi esisti del monitoraggio della chiesa di Santa Maria del Suffragio all'Aquila 133
Shear characterization of periodic masonry through numerical and experimental validations at the elementary scale 130
Test results on concrete-filled GFRP hollow profiles subjected to axial load 130
Approach to the structural design with pultruded elements 127
Comparisons among non-destructive and micro-desctructive tests in historic masonry structures: first results and reliability 127
Indagini analitiche e sperimentali su strutture storiche soggette ad incendio: il Molino Stucky 126
Non-linear continuous model for three leaf masonry walls 126
Experimental assessment of tensile behavior of reinforced self-compacting concrete ties 124
Seismic monitoring by piezoelectric accelerometers of a damaged historical monument in downtown L’Aquila 124
Structural identification of damaged Anime Sante church using ambient vibration, forced vibration and earthquake action 124
Complesso Monumentale Della Chiesa Di San Pietro di Coppito all’Aquila 123
Structural health monitoring of basilica plan churches damaged by earthquake 123
Experimental buckling curves for GFRP columns 121
Time-dependent effects on critical buckling load of pultruded column 120
Critical Buckling Load of FRP Thin-Walled Column: Influence of Creep Effect 120
Dynamic validation of post-earthquake safety interventions in Mirandola, 2012 Emilia earthquake 119
Structural Monitoring of the Slender Double-Layered Façade of Palazzo Ducale in Venice - Preliminary Analysis of Measurements 117
The FRP Beams as Reinforcement of Pedestrian Bridge 115
Methodology for the dynamic identification of damaged unreinforced masonry walls through vibrations tests 115
I profili strutturali ibridi in composito 113
Structural performance of iron-wood-FRP pedestrian bridge 113
Dynamic identification of all-GFRP structures 113
Damage-imperfection indicators for the assessment of multi-leaf masonry walls under different conditions 112
Concrete-Filled GFRP Hollow Profiles Subjected to Axial Load 111
Torre di S. Stefano di Sessanio 111
Manufacturing imperfection assessment of multi-leaf masonry panels 111
Experimental Assessment of Flexural Behaviour of Self-Compacting Concrete Prefabricated Beams 110
PRELIMINARY ANALYSIS OF AMBIENT VIBRATION TESTS OF AN ANCIENT RENAISSANCE PALACE AFTER 2012 EMLIA EARTHQUAKE IN NORTHERN ITALY 110
Sensitivity analysis of damaged monumental structures: the example of S. Maria del Suffragio in L'Aquila 109
Structural behaviour of a SFGP-RC prototype panel's 105
Dynamic perfomance of structural pultruded profiles 102
Natural frequencies of pultruded profiles with different cross section 101
Design and free vibrations of a large temporary roof frp structure for the Santa Maria Paganica Church in L'Aquila, Italy 100
Il Molino Stucky: Affidabilità delle Strutture Murarie Danneggiate e Meccanica del Crollo 100
Monitoraggio e diagnostica strutturale nelle zone colpite dal sisma dell’Aquila: prime valutazioni sull’attendibilità dei risultati 99
La diagnostica non distruttiva nel recupero delle strutture in muratura storica 98
Totale 18.903
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Categoria #
all - tutte 99.754
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 99.754
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20212.879 271 186 326 230 365 241 246 168 120 196 406 124
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
2025/2026109 109 0 0 0 0 0 0 0 0 0 0 0
Totale 21.462