IRIS
GARA, Fabrizio
 Distribuzione geografica
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Continente #
NA - Nord America 14.484
EU - Europa 7.369
AS - Asia 6.887
SA - Sud America 1.495
Continente sconosciuto - Info sul continente non disponibili 614
AF - Africa 224
OC - Oceania 32
Totale 31.105
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Nazione #
US - Stati Uniti d'America 14.196
SG - Singapore 2.321
IT - Italia 2.220
VN - Vietnam 1.493
CN - Cina 1.151
BR - Brasile 1.135
RU - Federazione Russa 1.062
UA - Ucraina 826
HK - Hong Kong 600
IE - Irlanda 552
DE - Germania 542
SE - Svezia 519
FR - Francia 440
GB - Regno Unito 281
DK - Danimarca 267
FI - Finlandia 263
TR - Turchia 257
IN - India 183
KR - Corea 162
BD - Bangladesh 148
CA - Canada 131
AR - Argentina 100
NL - Olanda 90
MX - Messico 68
PL - Polonia 68
JP - Giappone 62
IQ - Iraq 60
CO - Colombia 59
EC - Ecuador 58
PH - Filippine 54
IR - Iran 52
ZA - Sudafrica 51
ID - Indonesia 50
MA - Marocco 50
CI - Costa d'Avorio 46
ES - Italia 44
PE - Perù 41
PK - Pakistan 41
AT - Austria 35
VE - Venezuela 33
BE - Belgio 31
AU - Australia 29
UZ - Uzbekistan 27
SA - Arabia Saudita 26
CL - Cile 25
PT - Portogallo 24
TW - Taiwan 22
JM - Giamaica 20
MY - Malesia 19
PY - Paraguay 19
AE - Emirati Arabi Uniti 18
TH - Thailandia 17
TN - Tunisia 16
JO - Giordania 15
EU - Europa 14
UY - Uruguay 14
AZ - Azerbaigian 13
NI - Nicaragua 13
NP - Nepal 13
EG - Egitto 12
HN - Honduras 12
KE - Kenya 11
RO - Romania 11
BY - Bielorussia 10
DZ - Algeria 10
SV - El Salvador 10
BO - Bolivia 9
CR - Costa Rica 9
GR - Grecia 9
HU - Ungheria 9
PS - Palestinian Territory 9
BG - Bulgaria 8
IL - Israele 8
KZ - Kazakistan 8
LB - Libano 8
CH - Svizzera 7
ET - Etiopia 7
AL - Albania 6
BH - Bahrain 6
DO - Repubblica Dominicana 6
KG - Kirghizistan 6
OM - Oman 6
PA - Panama 6
RS - Serbia 6
GE - Georgia 5
LT - Lituania 5
LV - Lettonia 5
SK - Slovacchia (Repubblica Slovacca) 5
SY - Repubblica araba siriana 5
XK - ???statistics.table.value.countryCode.XK??? 5
CZ - Repubblica Ceca 4
GA - Gabon 4
KW - Kuwait 4
NG - Nigeria 4
NO - Norvegia 4
PR - Porto Rico 4
SN - Senegal 4
BA - Bosnia-Erzegovina 3
HR - Croazia 3
KH - Cambogia 3
Totale 30.462
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Città #
Ashburn 2.538
Singapore 1.413
Chandler 1.361
Dallas 1.064
Jacksonville 857
San Jose 719
Hong Kong 541
Dublin 535
Council Bluffs 517
Boardman 493
Ho Chi Minh City 475
Fairfield 404
The Dalles 365
Hanoi 363
New York 322
Beijing 262
Des Moines 258
Wilmington 233
Lauterbourg 208
Lawrence 198
Princeton 198
Woodbridge 197
Moscow 195
Ancona 187
Los Angeles 184
Houston 180
San Mateo 173
Redmond 165
Seattle 162
Ann Arbor 160
Cambridge 149
Centro 145
Rome 140
Milan 130
Hefei 121
São Paulo 116
Santa Clara 112
Helsinki 108
Da Nang 85
Chicago 81
Turin 81
Marche 80
Munich 76
Orem 76
Buffalo 72
Cardiff 70
Haiphong 67
San Diego 65
London 60
Washington 60
Shanghai 51
Abidjan 46
Chennai 46
San Marcello 46
Frankfurt am Main 39
Rio de Janeiro 39
Porto Alegre 37
Atlanta 36
Montreal 34
Warsaw 33
Ascoli Piceno 32
Columbus 32
Naples 32
Phoenix 31
Pune 31
Tokyo 31
Brussels 30
Salt Lake City 30
Pesaro 29
Mexico City 28
Johannesburg 27
Quito 26
Bologna 25
Brooklyn 25
Tashkent 24
Dhaka 23
Turku 23
Vienna 23
Guangzhou 22
Kraków 21
Norwalk 21
Nuremberg 21
Shenzhen 21
Stockholm 21
Biên Hòa 19
Belo Horizonte 18
Boston 18
Can Tho 18
Hải Dương 18
Izmir 18
Senigallia 18
Wuhan 18
Baghdad 16
Catania 16
Cusco 16
Denver 16
Sydney 16
Amsterdam 15
Fayetteville 15
Hangzhou 15
Totale 18.127
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Nome #
Closure to "Effective slab width in prestressed twin-girder composite decks" by Luigino Dezi, Fabrizio Gara, and Graziano Leoni 446
Effetto shear-lag nelle travi composte con connessione flessibile 333
Sustainable Engineering for Resilient Built and Natural Environments 323
An Overview of the Structural Safety-Oriented Research in the Region Marche Seismic Area 281
A low cost wireless sensor node for building monitoring 264
Static and dynamic testing of the cable-stayed bridge on the Saline River in the Abruzzo reigion, Italy 261
Assessment of different optimal sensor placement methods for dynamic monitoring of civil structures and infrastructures 248
A higher order finite element to analyse steel-concrete composite bridge decks 232
An innovative seismic protection system for existing buildings: external dissipative towers 232
A performance-based approach for the design of coupled dolphin-fender berthing structures 225
Simple Physical Models to Simulate the Behavior of Buckling-Type Marine Fenders 214
Measurements of ambient vibrations for a cable-stayed bridge including the soil-foundation system 207
First results of the monitoring of the façade damage mechanism of the “Santa Maria in Via” Church in Camerino following the 2016 Central Italy Earthquake 202
A higher order steel-concrete composite beam model 201
A simple methodology for the infill masonry wall stiffness estimation 190
Dynamic monitoring of bridges during static load tests: influence of the dynamics of trucks on the modal parameters of the bridge 188
Expeditious methodology for the estimation of infill masonry wall stiffness through in-situ dynamic tests 181
Dynamic monitoring of buildings as a diagnostic tool during construction phases 181
Monitoring the Modal Properties of an RC School Building during the 2016 Central Italy Seismic Swarm 180
A Good Practice for the Proof Testing of Cable-Stayed Bridges 178
Accoppiamento tra viscosità e shear-lag nelle travi composte acciaio-calcestruzzo 176
Finite elements for higher order steel–concrete composite beams 174
Some Considerations on the Expected Resonance Frequencies of Bridges During Proof Load Tests 174
A methodology for the identification of physical parameters of soil-foundation-bridge pier systems from identified state-space models 174
Ambient vibration tests on a reinforced concrete school building before and after retrofitting works with external steel "dissipative towers” 173
Seismic Retrofit Assessment of a School Building through Operational Modal Analysis and f.e. Modeling 170
Influence of the piers' height on the fragility assessment of Italian R.C. Link slab bridges 170
A probabilistic study on impedances and kinematic response factors of square pile groups in homogeneous soils 169
Critical issues in safety assessment of existing reinforced concrete bridges by means of nonlinear analysis 169
The Role of End Cross-beams on the Distribution of Seismic Induced Shear Actions on the Shear Connection in Steel-Concrete Composite Bridge Decks 169
First analysis of data concerning damage occurred to churches of the marche region following the 2016 central Italy earthquakes 169
A generic modelling of composite beams with longitudinal and vertical partial interaction 168
Full scale experimental assessment of the dynamic horizontal behavior of micropiles in alluvial silty soils 168
Detection of infill wall damage due to earthquakes from vibration data 164
A shear deformable steel-concrete composite beam model 164
Risultati del monitoraggio dinamico di un edificio scolastico a Camerino a valle del sisma del centro Italia dell’agosto 2016 164
A steel-concrete composite beam accounting for shear deformability of the components 163
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 163
Effect of Environmental Conditions on the Modal Response of a 10-Story Reinforced Concrete Tower 162
Modal properties and seismic behaviour of buildings equipped with external dissipative pinned rocking braced frames 162
A beam finite element including shear lag effect for the time-dependent analysis of steel-concrete composite decks 162
A probabilistic investigation on the dynamic behaviour of pile foundations in homogeneous soils 157
Evaluation of fragility curves of a reinforced concrete viaduct in Central Italy: a preliminary analysis 157
A beam finite element including shear-lag effect for the long term analysis of steel-concrete composite decks 156
Some results of the structural health monitoring of a cable-stayed bridge in central Italy 155
Experimental modal properties of a steel arch bridge during the static load test 155
Dynamic behaviour of a retrofitted school building subjected to the after-shock sequence of the 2016 Central Italy earthquake 154
Evidence of coupled soil-structure interaction and site response in continuous viaducts from ambient vibration tests 154
Experimental tests and numerical modelling of wall sandwich panels 153
Damage Detection of Post-tensioned Cables in Existing Bridges with Digital Radiography 153
Current state of the dynamic monitoring of the "chiaravalle viaduct" 152
A Methodology for Extracting the Physical Parameters of Soil-Foundation-Pier Systems from Dynamic Tests 148
A beam finite element for the shear-lag analysis of steel-concrete composite decks 148
Linear and Nonlinear Dynamic Response of Piles in Soft Marine Clay 147
The significance of the dynamic interaction between bridge and trucks in the evaluation of the resonance structural frequencies 146
Soil-foundation compliance evidence of the “Chiaravalle viaduct” 146
Assessment and Upgrading of Weakly Shear Reinforced Bridge Decks: A Case Study 145
Experimental behaviour and numerical analysis of floor sandwich panels 142
Analytical solution for a new higher order steel-concrete composite beam model 142
A comparative study on the time-dependent analysis of composite beams using available modelling techniques 141
An integrated permanent dynamic monitoring system of a tall building in central Italy 141
Displacement-based formulations for composite beams with longitudinal slip and vertical uplift 140
Operational Modal Analysis on r.c. building for the evaluation of the dynamic changes due to retrofitting 140
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 140
Dynamic performance of a full-scale micropile group: Relevance of nonlinear behaviour of the soil adjacent to micropiles 140
An innovative seismic protection system for existing buildings: External Dissipative Towers 140
Dynamic identification and collapse assessment of Rubbianello Bridge 139
Caratterizzazione sperimentale di un sistema costruttivo a pannelli sandwich: pannelli solaio 138
Analisi sismica di edifici prefabbricati con connessioni deformabili 138
An external bracing system for the retrofit of r.c. frame buildings: modal properties and seismic response 138
Experimental assessment of the expected impact of a bridge seismic retrofit through ambient vibration tests 138
Influenza delle tamponature sul comportamento dinamico di strutture a telaio in acciaio: sperimentazione su un caso studio 138
Stochastic seismic analysis and comparison of alternative external dissipative systems 137
Identification of infill masonry walls stiffening contribution on the dynamic behaviour of steel frames 137
Identification of changes in the dynamics of a reinforced concrete building through a machine learning approach for data normalization 136
Time analysis of composite beams with partial interaction using available modelling techniques: A comparative study 136
Caratterizzazione sperimentale di un sistema costruttivo a pannelli sandwich: pannelli parete 135
Dynamic Monitoring of an Isolated Steel Arch Bridge during Static Load Test 135
Dynamic in situ tests for the calibration of an infilled R.C. Building F.E. model 135
Effects of environmental conditions on the dynamic properties of a 10-storey r.c. square tower 135
Evolution of Modal Parameters of a Reinforced Concrete Building Subjected to Moderate Earthquakes 135
Evaluation of Seismic Vulnerability of the Historical SS Filippo e Giacomo Masonry Arch Bridge in Ascoli Piceno (Italy) 135
Construction sequence modelling of continuous steel-concrete composite bridge decks 134
Expeditious Dynamic Tests for the Estimation of Infill Masonry Wall Stiffness 134
Optimal sensor placement for the dynamic monitoring of a historical masonry church in central Italy 133
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 133
Sperimentazione in vera grandezza per lo studio dell'interazione dinamica palo-terreno-palo: porto turistico Mirabello, La Spezia 132
Nomograms for the pre-dimensioning of RC beam-column joints according to Eurocode 8 132
Slab cracking control in composite decks by means of fractionated castings 131
Full-scale pile subjected to different lateral dynamic loadings 131
The seismic retrofit by external dissipative systems: A case study 131
Experimental Tests and Numerical Analyses for the Dynamic Characterization of a Steel and Wooden Cable-Stayed Footbridge 131
Modal properties variation and collapse assessment of masonry arch bridges under scour action 130
The Rocca Roveresca of Senigallia: seismic vulnerability of the defensive walls 129
Dynamic response of a near-shore pile to lateral impact load 128
Analysis and comparison of two different configurations of external dissipative systems 128
Seismic behaviour of steel-concrete composite bridge decks 128
Indagini sperimentali su due tegoli in c.a.p. dopo 18 anni di esercizio 127
Dynamic Test for the Model Calibration and Pier Damage Detection of an Existing R.C. Multispan Viaduct 127
Effects of uncertainties of soil and pile mechanical properties on the dynamic stiffness of deep foundations in homogenous deposits 127
Totale 16.517
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Categoria #
all - tutte 134.073
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 134.073
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.667 0 370 41 23 18 125 75 97 129 103 178 508
2022/20233.269 377 426 280 335 184 489 33 189 726 25 124 81
2023/20242.162 314 45 168 289 318 450 52 81 15 74 31 325
2024/20254.331 325 410 212 138 262 228 534 206 843 326 435 412
2025/202612.794 671 1.098 852 935 1.272 897 2.199 1.300 1.229 1.143 756 442
2026/20271.202 672 530 0 0 0 0 0 0 0 0 0 0
Totale 31.105