IRIS
GARA, Fabrizio
 Distribuzione geografica
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Continente #
NA - Nord America 16.163
EU - Europa 7.633
AS - Asia 6.953
SA - Sud America 1.516
Continente sconosciuto - Info sul continente non disponibili 635
AF - Africa 231
OC - Oceania 32
Totale 33.163
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Nazione #
US - Stati Uniti d'America 15.705
IT - Italia 2.413
SG - Singapore 2.329
VN - Vietnam 1.493
CN - Cina 1.165
BR - Brasile 1.141
RU - Federazione Russa 1.067
UA - Ucraina 826
HK - Hong Kong 608
DE - Germania 557
IE - Irlanda 553
SE - Svezia 519
FR - Francia 445
GB - Regno Unito 292
DK - Danimarca 267
FI - Finlandia 263
TR - Turchia 259
CA - Canada 194
IN - India 191
KR - Corea 162
BD - Bangladesh 154
AR - Argentina 102
NL - Olanda 93
MX - Messico 70
JP - Giappone 68
PL - Polonia 68
CO - Colombia 61
IQ - Iraq 60
EC - Ecuador 59
PH - Filippine 56
ID - Indonesia 55
IR - Iran 53
ZA - Sudafrica 53
ES - Italia 50
MA - Marocco 50
PE - Perù 48
CI - Costa d'Avorio 46
PK - Pakistan 41
AT - Austria 35
VE - Venezuela 33
BE - Belgio 31
AU - Australia 29
CL - Cile 28
CR - Costa Rica 27
JM - Giamaica 27
UZ - Uzbekistan 27
HN - Honduras 26
LT - Lituania 26
SA - Arabia Saudita 26
PT - Portogallo 24
SV - El Salvador 22
TW - Taiwan 22
AE - Emirati Arabi Uniti 20
NI - Nicaragua 20
MY - Malesia 19
PY - Paraguay 19
GT - Guatemala 18
TH - Thailandia 17
JO - Giordania 16
TN - Tunisia 16
EU - Europa 14
PR - Porto Rico 14
UY - Uruguay 14
AZ - Azerbaigian 13
DZ - Algeria 13
NP - Nepal 13
TT - Trinidad e Tobago 13
EG - Egitto 12
KE - Kenya 11
RO - Romania 11
BY - Bielorussia 10
CW - ???statistics.table.value.countryCode.CW??? 10
GR - Grecia 10
IL - Israele 10
PS - Palestinian Territory 10
BO - Bolivia 9
HU - Ungheria 9
BG - Bulgaria 8
CH - Svizzera 8
KZ - Kazakistan 8
LB - Libano 8
AL - Albania 7
ET - Etiopia 7
GP - Guadalupe 7
BH - Bahrain 6
DO - Repubblica Dominicana 6
KG - Kirghizistan 6
OM - Oman 6
PA - Panama 6
RS - Serbia 6
CZ - Repubblica Ceca 5
GE - Georgia 5
LV - Lettonia 5
SK - Slovacchia (Repubblica Slovacca) 5
SY - Repubblica araba siriana 5
XK - ???statistics.table.value.countryCode.XK??? 5
GA - Gabon 4
KW - Kuwait 4
NG - Nigeria 4
NO - Norvegia 4
Totale 32.495
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Città #
Ashburn 2.876
Singapore 1.416
Chandler 1.361
Dallas 1.076
Jacksonville 858
San Jose 851
Council Bluffs 632
Hong Kong 549
Dublin 535
Boardman 493
Ho Chi Minh City 475
Fairfield 404
The Dalles 367
Hanoi 363
New York 337
Beijing 267
Des Moines 258
Wilmington 235
Lauterbourg 208
Los Angeles 208
Princeton 204
Lawrence 198
Woodbridge 197
Moscow 195
Ancona 192
Houston 182
San Mateo 173
Redmond 165
Seattle 164
Ann Arbor 160
Rome 159
Milan 154
Cambridge 149
Santa Clara 147
Centro 145
Hefei 121
São Paulo 118
Helsinki 108
Turin 89
Chicago 86
Da Nang 85
Buffalo 84
Marche 80
Munich 76
Orem 76
Cardiff 70
Phoenix 69
San Diego 68
Haiphong 67
Washington 65
London 60
Shanghai 52
Atlanta 47
Abidjan 46
Chennai 46
San Marcello 46
Montreal 41
Naples 40
Frankfurt am Main 39
Rio de Janeiro 39
Porto Alegre 37
Columbus 34
Tokyo 34
Salt Lake City 33
Warsaw 33
Ascoli Piceno 32
Pune 31
Brussels 30
Mexico City 30
Brooklyn 29
Pesaro 29
Johannesburg 27
Bologna 26
Quito 26
Dhaka 24
Tashkent 24
San José 23
Toronto 23
Turku 23
Vienna 23
Guangzhou 22
Kraków 21
Norwalk 21
Nuremberg 21
Shenzhen 21
Stockholm 21
Vilnius 21
Catania 20
Biên Hòa 19
Boston 19
Denver 19
Lima 19
Miami 19
San Salvador 19
Belo Horizonte 18
Can Tho 18
Hải Dương 18
Izmir 18
Managua 18
Senigallia 18
Totale 19.032
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Nome #
Closure to "Effective slab width in prestressed twin-girder composite decks" by Luigino Dezi, Fabrizio Gara, and Graziano Leoni 451
Effetto shear-lag nelle travi composte con connessione flessibile 344
Sustainable Engineering for Resilient Built and Natural Environments 328
An Overview of the Structural Safety-Oriented Research in the Region Marche Seismic Area 290
Assessment of different optimal sensor placement methods for dynamic monitoring of civil structures and infrastructures 288
A low cost wireless sensor node for building monitoring 274
Static and dynamic testing of the cable-stayed bridge on the Saline River in the Abruzzo reigion, Italy 271
An innovative seismic protection system for existing buildings: external dissipative towers 240
A higher order finite element to analyse steel-concrete composite bridge decks 236
A performance-based approach for the design of coupled dolphin-fender berthing structures 233
Simple Physical Models to Simulate the Behavior of Buckling-Type Marine Fenders 219
Measurements of ambient vibrations for a cable-stayed bridge including the soil-foundation system 217
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 212
A higher order steel-concrete composite beam model 204
Expeditious methodology for the estimation of infill masonry wall stiffness through in-situ dynamic tests 199
A simple methodology for the infill masonry wall stiffness estimation 198
Dynamic monitoring of bridges during static load tests: influence of the dynamics of trucks on the modal parameters of the bridge 196
A methodology for the identification of physical parameters of soil-foundation-bridge pier systems from identified state-space models 191
Dynamic monitoring of buildings as a diagnostic tool during construction phases 190
A Good Practice for the Proof Testing of Cable-Stayed Bridges 189
Monitoring the Modal Properties of an RC School Building during the 2016 Central Italy Seismic Swarm 188
Seismic Retrofit Assessment of a School Building through Operational Modal Analysis and f.e. Modeling 185
Some Considerations on the Expected Resonance Frequencies of Bridges During Proof Load Tests 184
A probabilistic study on impedances and kinematic response factors of square pile groups in homogeneous soils 183
Accoppiamento tra viscosità e shear-lag nelle travi composte acciaio-calcestruzzo 181
Ambient vibration tests on a reinforced concrete school building before and after retrofitting works with external steel "dissipative towers” 180
Critical issues in safety assessment of existing reinforced concrete bridges by means of nonlinear analysis 178
Influence of the piers' height on the fragility assessment of Italian R.C. Link slab bridges 178
The Role of End Cross-beams on the Distribution of Seismic Induced Shear Actions on the Shear Connection in Steel-Concrete Composite Bridge Decks 177
Finite elements for higher order steel–concrete composite beams 177
A probabilistic investigation on the dynamic behaviour of pile foundations in homogeneous soils 175
A generic modelling of composite beams with longitudinal and vertical partial interaction 175
First analysis of data concerning damage occurred to churches of the marche region following the 2016 central Italy earthquakes 174
Full scale experimental assessment of the dynamic horizontal behavior of micropiles in alluvial silty soils 173
A steel-concrete composite beam accounting for shear deformability of the components 172
A shear deformable steel-concrete composite beam model 172
Experimental tests and numerical modelling of wall sandwich panels 172
Risultati del monitoraggio dinamico di un edificio scolastico a Camerino a valle del sisma del centro Italia dell’agosto 2016 172
Modal properties and seismic behaviour of buildings equipped with external dissipative pinned rocking braced frames 171
Some results of the structural health monitoring of a cable-stayed bridge in central Italy 170
Detection of infill wall damage due to earthquakes from vibration data 170
Effect of Environmental Conditions on the Modal Response of a 10-Story Reinforced Concrete Tower 169
Dynamic behaviour of a retrofitted school building subjected to the after-shock sequence of the 2016 Central Italy earthquake 168
A beam finite element including shear lag effect for the time-dependent analysis of steel-concrete composite decks 167
Damage Detection of Post-tensioned Cables in Existing Bridges with Digital Radiography 167
A beam finite element including shear-lag effect for the long term analysis of steel-concrete composite decks 166
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 166
Evaluation of fragility curves of a reinforced concrete viaduct in Central Italy: a preliminary analysis 164
Experimental modal properties of a steel arch bridge during the static load test 161
The significance of the dynamic interaction between bridge and trucks in the evaluation of the resonance structural frequencies 158
Evidence of coupled soil-structure interaction and site response in continuous viaducts from ambient vibration tests 158
Current state of the dynamic monitoring of the "chiaravalle viaduct" 157
A Methodology for Extracting the Physical Parameters of Soil-Foundation-Pier Systems from Dynamic Tests 154
Assessment and Upgrading of Weakly Shear Reinforced Bridge Decks: A Case Study 154
Construction sequence modelling of continuous steel-concrete composite bridge decks 152
A beam finite element for the shear-lag analysis of steel-concrete composite decks 152
Nomograms for the pre-dimensioning of RC beam-column joints according to Eurocode 8 151
Linear and Nonlinear Dynamic Response of Piles in Soft Marine Clay 150
Dynamic identification and collapse assessment of Rubbianello Bridge 150
Identification of changes in the dynamics of a reinforced concrete building through a machine learning approach for data normalization 149
Caratterizzazione sperimentale di un sistema costruttivo a pannelli sandwich: pannelli solaio 149
Soil-foundation compliance evidence of the “Chiaravalle viaduct” 149
Analytical solution for a new higher order steel-concrete composite beam model 148
An integrated permanent dynamic monitoring system of a tall building in central Italy 148
Experimental Tests and Numerical Analyses for the Dynamic Characterization of a Steel and Wooden Cable-Stayed Footbridge 148
Optimal sensor placement for the dynamic monitoring of a historical masonry church in central Italy 147
Experimental behaviour and numerical analysis of floor sandwich panels 147
Analisi sismica di edifici prefabbricati con connessioni deformabili 147
An external bracing system for the retrofit of r.c. frame buildings: modal properties and seismic response 147
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 147
Stochastic seismic analysis and comparison of alternative external dissipative systems 147
Identification of infill masonry walls stiffening contribution on the dynamic behaviour of steel frames 147
Dynamic performance of a full-scale micropile group: Relevance of nonlinear behaviour of the soil adjacent to micropiles 146
An innovative seismic protection system for existing buildings: External Dissipative Towers 146
Displacement-based formulations for composite beams with longitudinal slip and vertical uplift 145
Operational Modal Analysis on r.c. building for the evaluation of the dynamic changes due to retrofitting 145
Influenza delle tamponature sul comportamento dinamico di strutture a telaio in acciaio: sperimentazione su un caso studio 145
A comparative study on the time-dependent analysis of composite beams using available modelling techniques 144
Experimental assessment of the expected impact of a bridge seismic retrofit through ambient vibration tests 144
Dynamic in situ tests for the calibration of an infilled R.C. Building F.E. model 143
Evaluation of Seismic Vulnerability of the Historical SS Filippo e Giacomo Masonry Arch Bridge in Ascoli Piceno (Italy) 142
Dynamic Monitoring of an Isolated Steel Arch Bridge during Static Load Test 141
Time analysis of composite beams with partial interaction using available modelling techniques: A comparative study 141
Effects of environmental conditions on the dynamic properties of a 10-storey r.c. square tower 141
The seismic retrofit by external dissipative systems: A case study 141
Evolution of Modal Parameters of a Reinforced Concrete Building Subjected to Moderate Earthquakes 141
Expeditious Dynamic Tests for the Estimation of Infill Masonry Wall Stiffness 141
A Novel Software Tool for the Optimal Sensor Placement in Civil Engineering Structures 140
The Rocca Roveresca of Senigallia: seismic vulnerability of the defensive walls 140
Caratterizzazione sperimentale di un sistema costruttivo a pannelli sandwich: pannelli parete 139
Sperimentazione in vera grandezza per lo studio dell'interazione dinamica palo-terreno-palo: porto turistico Mirabello, La Spezia 138
Slab cracking control in composite decks by means of fractionated castings 137
Full-scale pile subjected to different lateral dynamic loadings 137
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 137
Soil-pile-structure interaction in the seismic response of coupled wall-frame structures 136
Indagini sperimentali su due tegoli in c.a.p. dopo 18 anni di esercizio 135
Modal properties of existing building retrofitted by external bracings with viscous dampers 135
Static and dynamic testing of the “Filomena Delli Castelli” bridge 135
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati 134
Dynamic Test for the Model Calibration and Pier Damage Detection of an Existing R.C. Multispan Viaduct 134
Totale 17.384
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Categoria #
all - tutte 141.931
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 141.931
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.256 0 0 0 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
2026/20273.260 672 719 884 985 0 0 0 0 0 0 0 0
Totale 33.163