IRIS
CARBONARI, Sandro
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 5.539
EU - Europa 3.410
AS - Asia 967
AF - Africa 18
SA - Sud America 18
Continente sconosciuto - Info sul continente non disponibili 14
OC - Oceania 9
Totale 9.975
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 5.515
IT - Italia 1.183
UA - Ucraina 584
IE - Irlanda 429
SG - Singapore 359
SE - Svezia 350
CN - Cina 272
DE - Germania 265
DK - Danimarca 178
TR - Turchia 170
FI - Finlandia 102
FR - Francia 100
KR - Corea 93
GB - Regno Unito 82
PL - Polonia 40
BE - Belgio 39
IN - India 34
ES - Italia 22
CA - Canada 19
CI - Costa d'Avorio 17
EU - Europa 13
JP - Giappone 13
PT - Portogallo 13
BR - Brasile 10
AU - Australia 7
HK - Hong Kong 7
PH - Filippine 5
JO - Giordania 4
RU - Federazione Russa 4
CO - Colombia 3
DO - Repubblica Dominicana 3
NL - Olanda 3
RO - Romania 3
AE - Emirati Arabi Uniti 2
AT - Austria 2
BD - Bangladesh 2
BO - Bolivia 2
CH - Svizzera 2
GR - Grecia 2
ID - Indonesia 2
IR - Iran 2
MX - Messico 2
NO - Norvegia 2
NZ - Nuova Zelanda 2
A2 - ???statistics.table.value.countryCode.A2??? 1
BY - Bielorussia 1
CL - Cile 1
EC - Ecuador 1
KZ - Kazakistan 1
LT - Lituania 1
MD - Moldavia 1
MT - Malta 1
MY - Malesia 1
PE - Perù 1
SM - San Marino 1
SN - Senegal 1
Totale 9.975
Salva come PNG Salva come JPEG
Città #
Chandler 1.115
Jacksonville 629
Ashburn 423
Dublin 412
Fairfield 357
Des Moines 199
Wilmington 184
Boardman 183
New York 178
Marche 162
Woodbridge 155
Lawrence 154
Princeton 154
Ann Arbor 152
Centro 138
Seattle 138
San Mateo 134
Singapore 134
Redmond 133
Houston 128
Cambridge 101
Washington 56
San Marcello 48
Beijing 44
San Diego 43
Turin 43
Rome 42
Brussels 38
Kraków 35
Ancona 34
Shenzhen 29
Ascoli Piceno 27
Pune 26
Helsinki 25
Pesaro 23
Shanghai 23
Milan 22
London 19
Norwalk 19
Abidjan 17
Guangzhou 17
Los Angeles 17
Wuhan 15
Frankfurt am Main 12
Las Palmas 12
L'aquila 10
Senigallia 10
Cagliari 9
Jiaxing 8
Tavullia 8
Tolentino 8
Acquaviva 7
Aveiro 7
Bologna 7
Iesi 7
Kilburn 7
Redwood City 7
San Benedetto Del Tronto 7
Camerino 6
Castelfidardo 6
Catania 6
Falconara Marittima 6
Forlì 6
Lovere 6
Montréal 6
Naples 6
Ottawa 6
Porto Sant'elpidio 6
Squinzano 6
Torre Del Greco 6
Urbania 6
Wuxi 6
Fano 5
Genoa 5
Izmir 5
Jinhua 5
Nanjing 5
Napoli 5
Serra 5
Acquaviva Picena 4
Amman 4
Auburn Hills 4
Bromley 4
Civitanova Marche 4
Florence 4
Fuzhou 4
Guimarães 4
Heze 4
Istanbul 4
Lucca 4
Mogliano 4
New Bedfont 4
Osimo 4
Seoul 4
Suresnes 4
Torre del Greco 4
Torricella Verzate 4
Yiwu 4
Andover 3
Boydton 3
Totale 6.352
Salva come PNG Salva come JPEG
Nome #
Sustainable Engineering for Resilient Built and Natural Environments 221
Simple Physical Models to Simulate the Behavior of Buckling-Type Marine Fenders 143
A low cost wireless sensor node for building monitoring 139
An Overview of the Structural Safety-Oriented Research in the Region Marche Seismic Area 139
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 119
An innovative seismic protection system for existing buildings: external dissipative towers 115
Current state of the dynamic monitoring of the "chiaravalle viaduct" 113
Analytical evaluation of impedances and kinematic response of inclined piles 112
A simplified elastic analysis of tunnel-piled structure interaction 109
A Lumped Parameter Model for Time-Domain Inertial Soil-Structure Interaction Analysis of Structures on Pile Foundations 108
Finite elements for higher order steel–concrete composite beams 104
A performance-based approach for the design of coupled dolphin-fender berthing structures 103
A numerical model for the dynamic analysis of inclined pile groups 101
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 101
Risultati del monitoraggio dinamico di un edificio scolastico a Camerino a valle del sisma del centro Italia dell’agosto 2016 101
The Role of End Cross-beams on the Distribution of Seismic Induced Shear Actions on the Shear Connection in Steel-Concrete Composite Bridge Decks 99
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 95
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation 95
Full scale experimental assessment of the dynamic horizontal behavior of micropiles in alluvial silty soils 93
Measurements of ambient vibrations for a cable-stayed bridge including the soil-foundation system 93
Effect of Environmental Conditions on the Modal Response of a 10-Story Reinforced Concrete Tower 91
Dynamic behaviour of a retrofitted school building subjected to the after-shock sequence of the 2016 Central Italy earthquake 89
Una formulazione approssimata delle impedenze e del moto di fondazione per l’analisi inerziale di strutture fondate su pali 87
Expeditious methodology for the estimation of infill masonry wall stiffness through in-situ dynamic tests 87
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 84
Micropile foundation subjected to dynamic lateral loading 84
A higher order steel-concrete composite beam model 83
Design procedure and analysis of innovative steel frames with reinforced concrete infill walls 83
Soil-foundation compliance evidence of the “Chiaravalle viaduct” 83
Analytical solution for a new higher order steel-concrete composite beam model 82
Evidence of coupled soil-structure interaction and site response in continuous viaducts from ambient vibration tests 82
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 82
Dynamic monitoring of bridges during static load tests: influence of the dynamics of trucks on the modal parameters of the bridge 82
Benefits of inclined pile foundations in earthquake resistant design of bridges 82
Tests on two 18-years-old prestressed thin walled roof elements 81
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati 81
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 81
Dynamic in situ tests for the calibration of an infilled R.C. Building F.E. model 81
Un modello analitico per l’interazione cinematica di pali singoli inclinati 80
Influenza delle tamponature sul comportamento dinamico di strutture a telaio in acciaio: sperimentazione su un caso studio 80
Shear connection local problems in the seismic design of steel-concrete composite decks 79
Effects of environmental conditions on the dynamic properties of a 10-storey r.c. square tower 79
Experimental study on instrumented micropiles 78
A Good Practice for the Proof Testing of Cable-Stayed Bridges 77
The Rocca Roveresca of Senigallia: seismic vulnerability of the defensive walls 76
Prime analisi e considerazioni circa i danni rilevati al patrimonio culturale delle Marche a valle del terremoto del Centroitalia (2016) 76
Monitoring the Modal Properties of an RC School Building during the 2016 Central Italy Seismic Swarm 76
Application of HDR devices for the seismic protection of steel-concrete composite frames: experimental results 74
Evaluation of fragility curves of a reinforced concrete viaduct in Central Italy: a preliminary analysis 74
A higher order finite element to analyse steel-concrete composite bridge decks 73
Assessment survey of public school buildings after August 2016 Italy earthquake: preliminary results 72
Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations 71
An integrated permanent dynamic monitoring system of a tall building in central Italy 71
An innovative seismic protection system for existing buildings: External Dissipative Towers 71
Seismic response of reinforced concrete frames on monopile foundations 70
Indagini sperimentali su due tegoli in c.a.p. dopo 18 anni di esercizio 70
The Role of Soil-Structure Interaction in the Interpretation of Dynamic Tests on the “Chiaravalle viaduct” 70
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 68
Assessment and Upgrading of Weakly Shear Reinforced Bridge Decks: A Case Study 67
A model for the 3D kinematic interaction analysis of pile groups in layered soils 66
Dynamic monitoring of buildings as a diagnostic tool during construction phases 66
Damage Detection of Post-tensioned Cables in Existing Bridges with Digital Radiography 66
Static equivalent method for the kinematic interaction analysis of single piles 65
Seismic behaviour of steel-concrete composite bridge decks 65
Preliminary probabilistic assessment of the seismic response of link slab viaducts 65
Expeditious Dynamic Tests for the Estimation of Infill Masonry Wall Stiffness 65
Nomograms for the pre-dimensioning of RC beam-column joints according to Eurocode 8 64
Artificial neural networks for the evaluation of impedance functions of inclined pile groups 63
Experimental assessment of the expected impact of a bridge seismic retrofit through ambient vibration tests 63
The significance of soil-foundation compliance on the dynamic identification of the Chiaravalle viaduct 63
Seismic Retrofit Assessment of a School Building through Operational Modal Analysis and f.e. Modeling 62
Static and dynamic testing of the “Filomena Delli Castelli” bridge 62
Kinematic bending moments in pile foundations 60
Kinematic Stress Resultants in Inclined Single Piles Subjected to Propagating Seismic Waves: an Analytical Formulation 60
A practical procedure for time-domain soil-structure interaction analysis of structures on pile foundations 60
Numerical and simplified methods for soil-pile interaction analysis 60
First analysis of data concerning damage occurred to churches of the marche region following the 2016 central Italy earthquakes 59
Linear soil-structure interaction of coupled wall-frame structures on pile foundations 58
Nonlinear response of bridge piers on inclined pile groups: The role of rocking foundation input motion 58
First processing and remarks on the observed damage to the churches of the Marche Region after the centre Italy earthquake 2016 58
Evaluation of dynamic soil-pile interaction based on both full scale in situ tests and numerical simulations 58
Effects of uncertainties of soil and pile mechanical properties on the dynamic stiffness of deep foundations in homogenous deposits 58
Identification of infill masonry walls stiffening contribution on the dynamic behaviour of steel frames 58
Interdependent interpolation element for shear deformable composite beams 57
Nonlinear seismic analysis of innovative steel frames with infill walls 57
A 3D numerical model for the dynamic analysis of pile groups with inclined piles 57
Application of HDR devices for the seismic protection of steel-concrete composite frames: experimental results 57
Dynamic performance of a full-scale micropile group: Relevance of nonlinear behaviour of the soil adjacent to micropiles 57
A simple methodology for the infill masonry wall stiffness estimation 57
Kinematic interaction and rocking effects on the seismic response of viaducts on pile foundations 56
Seismic soil-structure interaction in multi-span bridges: application to a railway bridge 56
Dynamic analysis of inclined piles 56
Soil-structure interaction in the seismic response of an isolated three-span motorway overcrossing founded on piles 56
2D higher order model for the dynamic analysis of bridge embankments 56
Soil-pile-structure interaction in the seismic response of coupled wall-frame structures 56
Evolution of Modal Parameters of a Reinforced Concrete Building Subjected to Moderate Earthquakes 56
Soil-structure interaction in the seismic response of coupled wall-frame structures on pile foundations 55
Impedances of inclined piles: an analytical solution 55
Dynamic Test Based Model Calibration of an Existing R.C. School Building 55
Prime Rielaborazioni Circa i Danni Rilevati alle Chiese delle Marche a Seguito del Terremoto del Centro Italia (2016) 55
Totale 7.796
Salva come PNG Salva come JPEG
Categoria #
all - tutte 54.407
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 54.407
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.116 46 26 156 13 136 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
2024/2025228 228 0 0 0 0 0 0 0 0 0 0 0
Totale 10.438