IRIS
CARBONARI, Sandro
 Distribuzione geografica
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Continente #
NA - Nord America 5.797
EU - Europa 3.613
AS - Asia 1.364
AF - Africa 31
SA - Sud America 26
Continente sconosciuto - Info sul continente non disponibili 14
OC - Oceania 13
Totale 10.858
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Nazione #
US - Stati Uniti d'America 5.770
IT - Italia 1.289
SG - Singapore 625
UA - Ucraina 584
IE - Irlanda 432
SE - Svezia 350
CN - Cina 333
DE - Germania 273
TR - Turchia 184
DK - Danimarca 179
FR - Francia 165
FI - Finlandia 106
KR - Corea 93
GB - Regno Unito 83
IN - India 43
PL - Polonia 40
BE - Belgio 39
ES - Italia 24
CA - Canada 22
CI - Costa d'Avorio 19
JP - Giappone 19
TW - Taiwan 19
HK - Hong Kong 18
BR - Brasile 15
EU - Europa 13
PT - Portogallo 13
AU - Australia 11
MA - Marocco 11
NL - Olanda 8
BD - Bangladesh 6
PH - Filippine 5
SK - Slovacchia (Repubblica Slovacca) 5
AT - Austria 4
JO - Giordania 4
PE - Perù 4
PK - Pakistan 4
RU - Federazione Russa 4
CH - Svizzera 3
CO - Colombia 3
DO - Repubblica Dominicana 3
IR - Iran 3
RO - Romania 3
AE - Emirati Arabi Uniti 2
BO - Bolivia 2
GR - Grecia 2
ID - Indonesia 2
MX - Messico 2
NO - Norvegia 2
NZ - Nuova Zelanda 2
A2 - ???statistics.table.value.countryCode.A2??? 1
BY - Bielorussia 1
CL - Cile 1
CY - Cipro 1
EC - Ecuador 1
KZ - Kazakistan 1
LT - Lituania 1
MD - Moldavia 1
MT - Malta 1
MY - Malesia 1
SM - San Marino 1
SN - Senegal 1
VN - Vietnam 1
Totale 10.858
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Città #
Chandler 1.115
Jacksonville 629
Ashburn 427
Dublin 415
Boardman 363
Fairfield 357
Singapore 354
Des Moines 199
Wilmington 184
New York 179
Marche 162
Woodbridge 155
Lawrence 154
Princeton 154
Ann Arbor 152
Centro 138
Seattle 138
San Mateo 134
Redmond 133
Houston 128
Cambridge 101
Ancona 82
Washington 56
San Marcello 48
Beijing 45
Rome 44
San Diego 43
Turin 43
Brussels 38
Kraków 35
Shenzhen 34
Milan 30
Helsinki 29
Ascoli Piceno 27
Pune 26
Shanghai 25
Guangzhou 23
Pesaro 23
Dallas 21
London 21
Abidjan 19
Norwalk 19
Los Angeles 18
Wuhan 15
Izmir 14
New Taipei City 13
Santa Clara 13
Frankfurt am Main 12
Las Palmas 12
Forlì 10
L'aquila 10
Senigallia 10
Cagliari 9
Jiaxing 8
Tavullia 8
Tolentino 8
Acquaviva 7
Aveiro 7
Bologna 7
Iesi 7
Kilburn 7
Naples 7
Redwood City 7
San Benedetto Del Tronto 7
Wuxi 7
Camerino 6
Castelfidardo 6
Catania 6
Falconara Marittima 6
Fano 6
Istanbul 6
Lovere 6
Montréal 6
Nanjing 6
Ottawa 6
Porto Sant'elpidio 6
Squinzano 6
Sydney 6
Torre Del Greco 6
Urbania 6
Aversa 5
Bratislava 5
Eschweiler 5
Genoa 5
Jinhua 5
Napoli 5
Serra 5
Acquaviva Picena 4
Amman 4
Amsterdam 4
Auburn Hills 4
Bromley 4
Civitanova Marche 4
Florence 4
Fuzhou 4
Guimarães 4
Heze 4
Islamabad 4
Lucca 4
Mogliano 4
Totale 6.902
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Nome #
Sustainable Engineering for Resilient Built and Natural Environments 226
Simple Physical Models to Simulate the Behavior of Buckling-Type Marine Fenders 147
An Overview of the Structural Safety-Oriented Research in the Region Marche Seismic Area 146
A low cost wireless sensor node for building monitoring 145
An innovative seismic protection system for existing buildings: external dissipative towers 124
A performance-based approach for the design of coupled dolphin-fender berthing structures 124
Effetti del non sincronismo del moto sismico indotto da effetti di sito e dalla non linearità del terreno sulla risposta sismica di ponti fondati su pali 120
Current state of the dynamic monitoring of the "chiaravalle viaduct" 117
Analytical evaluation of impedances and kinematic response of inclined piles 116
A simplified elastic analysis of tunnel-piled structure interaction 113
A Lumped Parameter Model for Time-Domain Inertial Soil-Structure Interaction Analysis of Structures on Pile Foundations 112
Finite elements for higher order steel–concrete composite beams 108
A numerical model for the dynamic analysis of inclined pile groups 104
Risultati del monitoraggio dinamico di un edificio scolastico a Camerino a valle del sisma del centro Italia dell’agosto 2016 104
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 102
The Role of End Cross-beams on the Distribution of Seismic Induced Shear Actions on the Shear Connection in Steel-Concrete Composite Bridge Decks 102
Full scale experimental assessment of the dynamic horizontal behavior of micropiles in alluvial silty soils 99
Measurements of ambient vibrations for a cable-stayed bridge including the soil-foundation system 99
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 98
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation 98
Dynamic behaviour of a retrofitted school building subjected to the after-shock sequence of the 2016 Central Italy earthquake 95
Effect of Environmental Conditions on the Modal Response of a 10-Story Reinforced Concrete Tower 94
Una formulazione approssimata delle impedenze e del moto di fondazione per l’analisi inerziale di strutture fondate su pali 93
Design procedure and analysis of innovative steel frames with reinforced concrete infill walls 91
Dynamic monitoring of bridges during static load tests: influence of the dynamics of trucks on the modal parameters of the bridge 91
Expeditious methodology for the estimation of infill masonry wall stiffness through in-situ dynamic tests 91
A higher order steel-concrete composite beam model 88
Soil-foundation compliance evidence of the “Chiaravalle viaduct” 86
Micropile foundation subjected to dynamic lateral loading 86
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 86
Implications of non-synchronous excitation induced by nonlinear site amplification and of soil-structure interaction on the seismic response of multi-span bridges founded on piles 85
Dynamic in situ tests for the calibration of an infilled R.C. Building F.E. model 85
Evidence of coupled soil-structure interaction and site response in continuous viaducts from ambient vibration tests 85
Benefits of inclined pile foundations in earthquake resistant design of bridges 85
Analytical solution for a new higher order steel-concrete composite beam model 84
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati 84
Influenza delle tamponature sul comportamento dinamico di strutture a telaio in acciaio: sperimentazione su un caso studio 84
Shear connection local problems in the seismic design of steel-concrete composite decks 83
Tests on two 18-years-old prestressed thin walled roof elements 82
Erratum to: Implications of non-synchronous excitation induced by nonlinear site amplification and of soil-structure interaction on the seismic response of multi-span bridges founded on piles 82
Effects of environmental conditions on the dynamic properties of a 10-storey r.c. square tower 82
Un modello analitico per l’interazione cinematica di pali singoli inclinati 81
Evaluation of fragility curves of a reinforced concrete viaduct in Central Italy: a preliminary analysis 81
Monitoring the Modal Properties of an RC School Building during the 2016 Central Italy Seismic Swarm 81
A Good Practice for the Proof Testing of Cable-Stayed Bridges 81
Experimental study on instrumented micropiles 80
Application of HDR devices for the seismic protection of steel-concrete composite frames: experimental results 78
The Rocca Roveresca of Senigallia: seismic vulnerability of the defensive walls 78
A higher order finite element to analyse steel-concrete composite bridge decks 78
Prime analisi e considerazioni circa i danni rilevati al patrimonio culturale delle Marche a valle del terremoto del Centroitalia (2016) 77
Indagini sperimentali su due tegoli in c.a.p. dopo 18 anni di esercizio 76
Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations 75
An integrated permanent dynamic monitoring system of a tall building in central Italy 74
The Role of Soil-Structure Interaction in the Interpretation of Dynamic Tests on the “Chiaravalle viaduct” 74
Assessment and Upgrading of Weakly Shear Reinforced Bridge Decks: A Case Study 74
An innovative seismic protection system for existing buildings: External Dissipative Towers 74
Seismic response of reinforced concrete frames on monopile foundations 73
Assessment survey of public school buildings after August 2016 Italy earthquake: preliminary results 73
First analysis of data concerning damage occurred to churches of the marche region following the 2016 central Italy earthquakes 72
Seismic behaviour of steel-concrete composite bridge decks 71
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 71
A model for the 3D kinematic interaction analysis of pile groups in layered soils 70
Dynamic monitoring of buildings as a diagnostic tool during construction phases 70
Nomograms for the pre-dimensioning of RC beam-column joints according to Eurocode 8 70
Experimental assessment of the expected impact of a bridge seismic retrofit through ambient vibration tests 69
Damage Detection of Post-tensioned Cables in Existing Bridges with Digital Radiography 69
Static equivalent method for the kinematic interaction analysis of single piles 68
Preliminary probabilistic assessment of the seismic response of link slab viaducts 68
Numerical and simplified methods for soil-pile interaction analysis 67
Expeditious Dynamic Tests for the Estimation of Infill Masonry Wall Stiffness 67
First processing and remarks on the observed damage to the churches of the Marche Region after the centre Italy earthquake 2016 66
The significance of soil-foundation compliance on the dynamic identification of the Chiaravalle viaduct 66
Static and dynamic testing of the “Filomena Delli Castelli” bridge 66
Interdependent interpolation element for shear deformable composite beams 65
Artificial neural networks for the evaluation of impedance functions of inclined pile groups 65
A practical procedure for time-domain soil-structure interaction analysis of structures on pile foundations 64
Seismic Retrofit Assessment of a School Building through Operational Modal Analysis and f.e. Modeling 64
A 3D numerical model for the dynamic analysis of pile groups with inclined piles 63
Identification of infill masonry walls stiffening contribution on the dynamic behaviour of steel frames 63
Kinematic bending moments in pile foundations 62
2D higher order model for the dynamic analysis of bridge embankments 62
Kinematic Stress Resultants in Inclined Single Piles Subjected to Propagating Seismic Waves: an Analytical Formulation 62
A simple methodology for the infill masonry wall stiffness estimation 62
Linear soil-structure interaction of coupled wall-frame structures on pile foundations 61
Nonlinear seismic analysis of innovative steel frames with infill walls 61
Effects of uncertainties of soil and pile mechanical properties on the dynamic stiffness of deep foundations in homogenous deposits 61
Soil-pile-structure interaction in the seismic response of coupled wall-frame structures 61
Dynamic analysis of inclined piles 60
Application of HDR devices for the seismic protection of steel-concrete composite frames: experimental results 60
Nonlinear response of bridge piers on inclined pile groups: The role of rocking foundation input motion 60
Evaluation of dynamic soil-pile interaction based on both full scale in situ tests and numerical simulations 60
Dynamic performance of a full-scale micropile group: Relevance of nonlinear behaviour of the soil adjacent to micropiles 60
Evolution of Modal Parameters of a Reinforced Concrete Building Subjected to Moderate Earthquakes 60
Kinematic interaction and rocking effects on the seismic response of viaducts on pile foundations 59
Soil-structure interaction in the seismic response of an isolated three-span motorway overcrossing founded on piles 59
Impedances of inclined piles: an analytical solution 59
Dynamic Test Based Model Calibration of an Existing R.C. School Building 59
Local failure mechanisms of existing steel-concrete composite decks 59
Seismic soil-structure interaction in multi-span bridges: application to a railway bridge 58
Soil-structure interaction in the seismic response of coupled wall-frame structures on pile foundations 58
Totale 8.211
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Categoria #
all - tutte 62.703
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 62.703
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020875 0 0 0 0 136 19 167 38 165 59 109 182
2020/20211.741 81 180 201 25 210 125 188 104 194 126 213 94
2021/20221.562 43 289 34 17 16 117 71 77 110 100 175 513
2022/20232.458 368 339 203 223 130 358 23 132 530 16 82 54
2023/20241.751 231 40 143 210 274 361 44 82 13 67 42 244
2024/20251.129 330 337 144 135 183 0 0 0 0 0 0 0
Totale 11.339