IRIS
GARA, Fabrizio
 Distribuzione geografica
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Continente #
NA - Nord America 7.357
EU - Europa 5.361
AS - Asia 2.203
SA - Sud America 233
AF - Africa 74
OC - Oceania 19
Continente sconosciuto - Info sul continente non disponibili 15
Totale 15.262
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Nazione #
US - Stati Uniti d'America 7.317
IT - Italia 1.715
SG - Singapore 835
UA - Ucraina 803
IE - Irlanda 547
SE - Svezia 501
RU - Federazione Russa 446
CN - Cina 438
DE - Germania 405
HK - Hong Kong 399
DK - Danimarca 265
TR - Turchia 225
BR - Brasile 202
FI - Finlandia 180
FR - Francia 180
KR - Corea 141
GB - Regno Unito 132
IN - India 50
PL - Polonia 36
MA - Marocco 35
BE - Belgio 30
NL - Olanda 30
CI - Costa d'Avorio 29
JP - Giappone 23
CA - Canada 22
AT - Austria 21
AU - Australia 17
TW - Taiwan 15
EU - Europa 14
ES - Italia 13
IR - Iran 13
PH - Filippine 13
PT - Portogallo 13
MX - Messico 9
RO - Romania 9
IQ - Iraq 8
GR - Grecia 7
BD - Bangladesh 6
CH - Svizzera 6
AR - Argentina 5
CO - Colombia 5
EC - Ecuador 5
PE - Perù 5
SK - Slovacchia (Repubblica Slovacca) 5
UZ - Uzbekistan 5
BO - Bolivia 4
JO - Giordania 4
BY - Bielorussia 3
CZ - Repubblica Ceca 3
DO - Repubblica Dominicana 3
HU - Ungheria 3
ID - Indonesia 3
KE - Kenya 3
KG - Kirghizistan 3
PK - Pakistan 3
DZ - Algeria 2
GE - Georgia 2
IL - Israele 2
JM - Giamaica 2
KZ - Kazakistan 2
MY - Malesia 2
NZ - Nuova Zelanda 2
PY - Paraguay 2
TH - Thailandia 2
UY - Uruguay 2
VE - Venezuela 2
VN - Vietnam 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AL - Albania 1
AO - Angola 1
BN - Brunei Darussalam 1
CL - Cile 1
EE - Estonia 1
EG - Egitto 1
GT - Guatemala 1
HN - Honduras 1
LA - Repubblica Popolare Democratica del Laos 1
LT - Lituania 1
LU - Lussemburgo 1
MT - Malta 1
NI - Nicaragua 1
NO - Norvegia 1
NP - Nepal 1
PS - Palestinian Territory 1
QA - Qatar 1
RS - Serbia 1
SA - Arabia Saudita 1
SM - San Marino 1
SN - Senegal 1
SV - El Salvador 1
TG - Togo 1
TM - Turkmenistan 1
TN - Tunisia 1
Totale 15.262
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Città #
Chandler 1.360
Jacksonville 851
Dublin 531
Boardman 493
Ashburn 481
Singapore 453
Fairfield 404
Hong Kong 374
Des Moines 255
New York 248
Wilmington 231
Lawrence 198
Princeton 198
Woodbridge 196
San Mateo 173
Redmond 165
Ann Arbor 160
Ancona 152
Houston 151
Seattle 149
Cambridge 148
Centro 144
Moscow 89
Rome 88
Marche 80
Beijing 76
Turin 69
San Diego 62
Washington 52
Helsinki 49
Milan 46
San Marcello 46
London 39
Shanghai 38
Ascoli Piceno 31
Porto Alegre 30
Abidjan 29
Brussels 29
Pune 29
Los Angeles 27
Pesaro 27
Santa Clara 22
Dallas 21
Kraków 21
Norwalk 21
Guangzhou 20
Senigallia 17
Vienna 17
Wuhan 17
Bologna 16
Naples 16
Fayetteville 15
Izmir 15
Council Bluffs 14
Fano 13
Jiaxing 13
L'aquila 13
Catania 11
Frankfurt am Main 11
Nuremberg 11
Serra 11
Napoli 10
Redwood City 10
Shenzhen 10
Wuxi 10
Castelfidardo 9
Falconara Marittima 9
Hangzhou 9
New Taipei City 9
Elek 8
Genoa 8
Genova 8
Hanover 8
Kilburn 8
Sydney 8
São Paulo 8
Tavullia 8
Tolentino 8
Xi'an 8
Acquaviva 7
Aveiro 7
Ottawa 7
Padova 7
Salt Lake City 7
San Benedetto Del Tronto 7
The Dalles 7
Aversa 6
Bari 6
Belfast 6
Changsha 6
Iesi 6
Leeds 6
Limatola 6
Lovere 6
Macerata 6
Osimo 6
Porto San Giorgio 6
Porto Sant'elpidio 6
Rio de Janeiro 6
Squinzano 6
Totale 9.055
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Nome #
Effetto shear-lag nelle travi composte con connessione flessibile 290
Sustainable Engineering for Resilient Built and Natural Environments 244
A low cost wireless sensor node for building monitoring 152
An Overview of the Structural Safety-Oriented Research in the Region Marche Seismic Area 152
A performance-based approach for the design of coupled dolphin-fender berthing structures 151
Simple Physical Models to Simulate the Behavior of Buckling-Type Marine Fenders 150
An innovative seismic protection system for existing buildings: external dissipative towers 139
Current state of the dynamic monitoring of the "chiaravalle viaduct" 123
Dynamic monitoring of bridges during static load tests: influence of the dynamics of trucks on the modal parameters of the bridge 115
Measurements of ambient vibrations for a cable-stayed bridge including the soil-foundation system 114
First analysis of data concerning damage occurred to churches of the marche region following the 2016 central Italy earthquakes 112
Finite elements for higher order steel–concrete composite beams 112
Modal properties and seismic behaviour of buildings equipped with external dissipative pinned rocking braced frames 111
Risultati del monitoraggio dinamico di un edificio scolastico a Camerino a valle del sisma del centro Italia dell’agosto 2016 109
Expeditious methodology for the estimation of infill masonry wall stiffness through in-situ dynamic tests 108
Accoppiamento tra viscosità e shear-lag nelle travi composte acciaio-calcestruzzo 107
The Role of End Cross-beams on the Distribution of Seismic Induced Shear Actions on the Shear Connection in Steel-Concrete Composite Bridge Decks 106
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 105
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 103
A higher order steel-concrete composite beam model 102
Experimental modal properties of a steel arch bridge during the static load test 101
Dynamic behaviour of a retrofitted school building subjected to the after-shock sequence of the 2016 Central Italy earthquake 100
Full scale experimental assessment of the dynamic horizontal behavior of micropiles in alluvial silty soils 100
Ambient vibration tests on a reinforced concrete school building before and after retrofitting works with external steel "dissipative towers” 99
Sperimentazione in vera grandezza per lo studio dell'interazione dinamica palo-terreno-palo: porto turistico Mirabello, La Spezia 96
Linear and Nonlinear Dynamic Response of Piles in Soft Marine Clay 96
Effect of Environmental Conditions on the Modal Response of a 10-Story Reinforced Concrete Tower 96
Experimental tests and numerical modelling of wall sandwich panels 95
Construction sequence modelling of continuous steel-concrete composite bridge decks 94
Evidence of coupled soil-structure interaction and site response in continuous viaducts from ambient vibration tests 92
Soil-foundation compliance evidence of the “Chiaravalle viaduct” 91
A Good Practice for the Proof Testing of Cable-Stayed Bridges 91
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 90
Evaluation of fragility curves of a reinforced concrete viaduct in Central Italy: a preliminary analysis 89
Monitoring the Modal Properties of an RC School Building during the 2016 Central Italy Seismic Swarm 89
Slab cracking control in composite decks by means of fractionated castings 88
Analytical solution for a new higher order steel-concrete composite beam model 88
Dynamic Monitoring of an Isolated Steel Arch Bridge during Static Load Test 88
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati 87
Dynamic in situ tests for the calibration of an infilled R.C. Building F.E. model 87
Influenza delle tamponature sul comportamento dinamico di strutture a telaio in acciaio: sperimentazione su un caso studio 87
Caratterizzazione sperimentale di un sistema costruttivo a pannelli sandwich: pannelli parete 85
Shear connection local problems in the seismic design of steel-concrete composite decks 85
An innovative seismic protection system for existing buildings: External Dissipative Towers 85
Experimental behaviour and numerical analysis of floor sandwich panels 84
Tests on two 18-years-old prestressed thin walled roof elements 84
Indagini sperimentali su due tegoli in c.a.p. dopo 18 anni di esercizio 84
Operational Modal Analysis on r.c. building for the evaluation of the dynamic changes due to retrofitting 84
Caratterizzazione sperimentale di un sistema costruttivo a pannelli sandwich: pannelli solaio 83
Experimental study on instrumented micropiles 83
Dynamic Characterization of Open-ended Pipe Piles in Marine Environment 83
Prime analisi e considerazioni circa i danni rilevati al patrimonio culturale delle Marche a valle del terremoto del Centroitalia (2016) 83
Effects of environmental conditions on the dynamic properties of a 10-storey r.c. square tower 83
Detection of infill wall damage due to earthquakes from vibration data 82
Campagna sperimentale sul sistema costruttivo a pannelli sandwich “concrewall” 82
A higher order finite element to analyse steel-concrete composite bridge decks 82
Effective width of steel-concrete composite decks 81
The Rocca Roveresca of Senigallia: seismic vulnerability of the defensive walls 81
An integrated permanent dynamic monitoring system of a tall building in central Italy 81
Seismic Retrofit Assessment of a School Building through Operational Modal Analysis and f.e. Modeling 81
Dynamic monitoring of buildings as a diagnostic tool during construction phases 81
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 81
Field tests and numerical analysis of piles under lateral impact loading 80
Dynamic response of a near-shore pile to lateral impact load 80
Stochastic seismic analysis and comparison of alternative external dissipative systems 80
Expeditious Dynamic Tests for the Estimation of Infill Masonry Wall Stiffness 80
Assessment and Upgrading of Weakly Shear Reinforced Bridge Decks: A Case Study 80
Simplified analysis of shrinkage and casting sequence effects in composite bridge decks 79
Analysis and comparison of two different configurations of external dissipative systems 79
Dynamic identification and collapse assessment of Rubbianello Bridge 79
A beam finite element including shear lag effect for the time-dependent analysis of steel-concrete composite decks 79
A generic modelling of composite beams with longitudinal and vertical partial interaction 78
A shear deformable steel-concrete composite beam model 78
Analisi sismica di edifici prefabbricati con connessioni deformabili 78
A comparative study on the time-dependent analysis of composite beams using available modelling techniques 78
Modal properties variation and collapse assessment of masonry arch bridges under scour action 78
Full-scale lateral impact load test of a 3-pile group 77
The Role of Soil-Structure Interaction in the Interpretation of Dynamic Tests on the “Chiaravalle viaduct” 77
Dynamic performance of a full-scale micropile group: Relevance of nonlinear behaviour of the soil adjacent to micropiles 77
Seismic response of reinforced concrete frames on monopile foundations 76
Damage Detection of Post-tensioned Cables in Existing Bridges with Digital Radiography 76
A beam finite element for the shear-lag analysis of steel-concrete composite decks 75
Assessment survey of public school buildings after August 2016 Italy earthquake: preliminary results 75
First processing and remarks on the observed damage to the churches of the Marche Region after the centre Italy earthquake 2016 75
A methodology for the identification of physical parameters of soil-foundation-bridge pier systems from identified state-space models 75
Nomograms for the pre-dimensioning of RC beam-column joints according to Eurocode 8 75
Analysis of composite beams with partial shear interaction using available modelling techniques: A comparative study 74
Dynamic tests on an existing r.c. school building retrofitted with external steel "dissipative towers 74
Shear lag effects in composite bridges with complex static scheme 73
A finite element formulation to account for shear-lag effects in composite bridges with complex structural arrangements 73
Esempio di indagini sperimentali eseguite per il controllo e la qualificazione meccanica del calcestruzzo in opera mediante la prova di estrazione (pull-out) con l'impiego di innovativo tassello post-inserito Thoro 73
Seismic behaviour of steel-concrete composite bridge decks 72
Experimental assessment of the expected impact of a bridge seismic retrofit through ambient vibration tests 72
Preliminary probabilistic assessment of the seismic response of link slab viaducts 72
Soil-pile-structure interaction in the seismic response of coupled wall-frame structures 72
Partial interaction analysis of composite beams by means of the finite difference method, the finite element method, the direct stiffness method and the analytical solution: a comparative study 71
Static and dynamic testing of the “Filomena Delli Castelli” bridge 71
A simple methodology for the infill masonry wall stiffness estimation 71
Analytical design equations for the calculation of the effective width for the analysis of composite steel-concrete bridge decks 70
Experimental study of near-shore pile-to-pile interaction 70
Totale 9.259
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Categoria #
all - tutte 85.616
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 85.616
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020626 0 0 0 0 0 0 0 0 202 77 116 231
2020/20212.182 95 221 282 31 286 146 252 101 254 136 277 101
2021/20221.712 45 370 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
2024/20252.990 325 410 212 138 262 228 534 206 675 0 0 0
Totale 15.768