IRIS
CARBONARI, Sandro
 Distribuzione geografica
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Continente #
NA - Nord America 6.148
EU - Europa 4.378
AS - Asia 2.094
SA - Sud America 271
AF - Africa 43
OC - Oceania 16
Continente sconosciuto - Info sul continente non disponibili 15
Totale 12.965
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Nazione #
US - Stati Uniti d'America 6.100
IT - Italia 1.450
SG - Singapore 866
UA - Ucraina 586
RU - Federazione Russa 464
IE - Irlanda 439
CN - Cina 403
HK - Hong Kong 374
SE - Svezia 353
DE - Germania 314
BR - Brasile 232
TR - Turchia 192
DK - Danimarca 179
FR - Francia 168
FI - Finlandia 119
GB - Regno Unito 101
KR - Corea 93
IN - India 47
PL - Polonia 46
BE - Belgio 39
NL - Olanda 30
ES - Italia 26
CA - Canada 25
JP - Giappone 21
TW - Taiwan 20
CI - Costa d'Avorio 19
AT - Austria 16
MA - Marocco 16
AU - Australia 14
BD - Bangladesh 14
EU - Europa 13
MX - Messico 13
PT - Portogallo 13
IR - Iran 10
EC - Ecuador 9
PE - Perù 7
PK - Pakistan 7
CO - Colombia 6
PH - Filippine 6
AR - Argentina 5
AZ - Azerbaigian 5
CH - Svizzera 5
GR - Grecia 5
SK - Slovacchia (Repubblica Slovacca) 5
BO - Bolivia 4
DO - Repubblica Dominicana 4
HU - Ungheria 4
IQ - Iraq 4
JO - Giordania 4
AE - Emirati Arabi Uniti 3
DZ - Algeria 3
ID - Indonesia 3
KG - Kirghizistan 3
NO - Norvegia 3
RO - Romania 3
VE - Venezuela 3
AL - Albania 2
BY - Bielorussia 2
GE - Georgia 2
KZ - Kazakistan 2
NP - Nepal 2
NZ - Nuova Zelanda 2
PA - Panama 2
PY - Paraguay 2
SV - El Salvador 2
UY - Uruguay 2
VN - Vietnam 2
ZA - Sudafrica 2
A2 - ???statistics.table.value.countryCode.A2??? 1
CL - Cile 1
CY - Cipro 1
GT - Guatemala 1
IL - Israele 1
KE - Kenya 1
LA - Repubblica Popolare Democratica del Laos 1
LT - Lituania 1
LU - Lussemburgo 1
MD - Moldavia 1
MT - Malta 1
MY - Malesia 1
NI - Nicaragua 1
OM - Oman 1
PS - Palestinian Territory 1
QA - Qatar 1
RS - Serbia 1
SA - Arabia Saudita 1
SM - San Marino 1
SN - Senegal 1
TG - Togo 1
TH - Thailandia 1
TM - Turkmenistan 1
UZ - Uzbekistan 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 12.965
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Città #
Chandler 1.115
Jacksonville 629
Ashburn 435
Dublin 422
Singapore 405
Boardman 363
Fairfield 357
Hong Kong 354
The Dalles 201
Des Moines 199
Wilmington 184
New York 181
Marche 162
Woodbridge 155
Lawrence 154
Princeton 154
Ann Arbor 152
Ancona 149
Seattle 143
Centro 138
San Mateo 134
Redmond 133
Houston 128
Cambridge 101
Moscow 101
Rome 79
Washington 56
San Marcello 48
Beijing 46
San Diego 46
Turin 44
Brussels 38
Helsinki 36
Milan 36
Kraków 35
Shenzhen 34
Shanghai 29
Ascoli Piceno 28
Los Angeles 28
London 26
Pune 26
Guangzhou 23
Pesaro 23
Dallas 21
Munich 21
São Paulo 21
Abidjan 19
Norwalk 19
Frankfurt am Main 15
Izmir 15
Santa Clara 15
Wuhan 15
Council Bluffs 14
New Taipei City 13
Las Palmas 12
Senigallia 11
Vienna 11
Forlì 10
L'aquila 10
Cagliari 9
Genoa 9
Jiaxing 9
Naples 9
Nuremberg 9
Tolentino 9
Mexico City 8
Rio de Janeiro 8
Tavullia 8
Wuxi 8
Xi'an 8
Acquaviva 7
Aveiro 7
Belo Horizonte 7
Bologna 7
Iesi 7
Kilburn 7
Montesilvano Marina 7
Redwood City 7
Salt Lake City 7
San Benedetto Del Tronto 7
Sydney 7
Aversa 6
Camerino 6
Castelfidardo 6
Catania 6
Chicago 6
Falconara Marittima 6
Fano 6
Istanbul 6
Lovere 6
Montreal 6
Montréal 6
Nanjing 6
Ottawa 6
Porto Sant'elpidio 6
Serra 6
Squinzano 6
Torre Del Greco 6
Urbania 6
Warsaw 6
Totale 7.857
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Nome #
Sustainable Engineering for Resilient Built and Natural Environments 249
A low cost wireless sensor node for building monitoring 161
An Overview of the Structural Safety-Oriented Research in the Region Marche Seismic Area 160
A performance-based approach for the design of coupled dolphin-fender berthing structures 158
Simple Physical Models to Simulate the Behavior of Buckling-Type Marine Fenders 154
An innovative seismic protection system for existing buildings: external dissipative towers 149
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 136
A Lumped Parameter Model for Time-Domain Inertial Soil-Structure Interaction Analysis of Structures on Pile Foundations 131
A simplified elastic analysis of tunnel-piled structure interaction 128
Current state of the dynamic monitoring of the "chiaravalle viaduct" 124
Analytical evaluation of impedances and kinematic response of inclined piles 121
First analysis of data concerning damage occurred to churches of the marche region following the 2016 central Italy earthquakes 121
Measurements of ambient vibrations for a cable-stayed bridge including the soil-foundation system 119
Dynamic monitoring of bridges during static load tests: influence of the dynamics of trucks on the modal parameters of the bridge 118
A numerical model for the dynamic analysis of inclined pile groups 117
Risultati del monitoraggio dinamico di un edificio scolastico a Camerino a valle del sisma del centro Italia dell’agosto 2016 113
Finite elements for higher order steel–concrete composite beams 113
The Role of End Cross-beams on the Distribution of Seismic Induced Shear Actions on the Shear Connection in Steel-Concrete Composite Bridge Decks 111
Expeditious methodology for the estimation of infill masonry wall stiffness through in-situ dynamic tests 110
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 108
Benefits of inclined pile foundations in earthquake resistant design of bridges 106
A Good Practice for the Proof Testing of Cable-Stayed Bridges 106
A higher order steel-concrete composite beam model 105
Dynamic behaviour of a retrofitted school building subjected to the after-shock sequence of the 2016 Central Italy earthquake 104
Full scale experimental assessment of the dynamic horizontal behavior of micropiles in alluvial silty soils 104
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation 104
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 103
Una formulazione approssimata delle impedenze e del moto di fondazione per l’analisi inerziale di strutture fondate su pali 103
Design procedure and analysis of innovative steel frames with reinforced concrete infill walls 100
Effect of Environmental Conditions on the Modal Response of a 10-Story Reinforced Concrete Tower 100
Evidence of coupled soil-structure interaction and site response in continuous viaducts from ambient vibration tests 97
Monitoring the Modal Properties of an RC School Building during the 2016 Central Italy Seismic Swarm 96
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 95
Evaluation of fragility curves of a reinforced concrete viaduct in Central Italy: a preliminary analysis 95
Soil-foundation compliance evidence of the “Chiaravalle viaduct” 94
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati 91
Dynamic in situ tests for the calibration of an infilled R.C. Building F.E. model 91
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 91
Analytical solution for a new higher order steel-concrete composite beam model 90
Effects of environmental conditions on the dynamic properties of a 10-storey r.c. square tower 90
Micropile foundation subjected to dynamic lateral loading 89
Influenza delle tamponature sul comportamento dinamico di strutture a telaio in acciaio: sperimentazione su un caso studio 89
Application of HDR devices for the seismic protection of steel-concrete composite frames: experimental results 88
Un modello analitico per l’interazione cinematica di pali singoli inclinati 88
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 88
A model for the 3D kinematic interaction analysis of pile groups in layered soils 87
An innovative seismic protection system for existing buildings: External Dissipative Towers 87
Indagini sperimentali su due tegoli in c.a.p. dopo 18 anni di esercizio 86
Shear connection local problems in the seismic design of steel-concrete composite decks 86
Prime analisi e considerazioni circa i danni rilevati al patrimonio culturale delle Marche a valle del terremoto del Centroitalia (2016) 86
An integrated permanent dynamic monitoring system of a tall building in central Italy 86
Seismic Retrofit Assessment of a School Building through Operational Modal Analysis and f.e. Modeling 86
Dynamic monitoring of buildings as a diagnostic tool during construction phases 86
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 86
Tests on two 18-years-old prestressed thin walled roof elements 85
A higher order finite element to analyse steel-concrete composite bridge decks 85
Detection of infill wall damage due to earthquakes from vibration data 83
Experimental study on instrumented micropiles 83
Expeditious Dynamic Tests for the Estimation of Infill Masonry Wall Stiffness 83
Assessment and Upgrading of Weakly Shear Reinforced Bridge Decks: A Case Study 83
The Rocca Roveresca of Senigallia: seismic vulnerability of the defensive walls 82
Numerical and simplified methods for soil-pile interaction analysis 82
Artificial neural networks for the evaluation of impedance functions of inclined pile groups 81
Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations 81
A methodology for the identification of physical parameters of soil-foundation-bridge pier systems from identified state-space models 81
2D higher order model for the dynamic analysis of bridge embankments 80
Damage Detection of Post-tensioned Cables in Existing Bridges with Digital Radiography 80
The Role of Soil-Structure Interaction in the Interpretation of Dynamic Tests on the “Chiaravalle viaduct” 79
A simple methodology for the infill masonry wall stiffness estimation 79
Seismic behaviour of steel-concrete composite bridge decks 78
First processing and remarks on the observed damage to the churches of the Marche Region after the centre Italy earthquake 2016 78
Experimental assessment of the expected impact of a bridge seismic retrofit through ambient vibration tests 78
Dynamic performance of a full-scale micropile group: Relevance of nonlinear behaviour of the soil adjacent to micropiles 78
Nomograms for the pre-dimensioning of RC beam-column joints according to Eurocode 8 78
Seismic response of reinforced concrete frames on monopile foundations 77
Static equivalent method for the kinematic interaction analysis of single piles 77
Assessment survey of public school buildings after August 2016 Italy earthquake: preliminary results 77
A practical procedure for time-domain soil-structure interaction analysis of structures on pile foundations 77
Identification of infill masonry walls stiffening contribution on the dynamic behaviour of steel frames 77
A 3D numerical model for the dynamic analysis of pile groups with inclined piles 76
Preliminary probabilistic assessment of the seismic response of link slab viaducts 76
Static and dynamic testing of the “Filomena Delli Castelli” bridge 75
Application of HDR devices for the seismic protection of steel-concrete composite frames: experimental results 73
Soil-pile-structure interaction in the seismic response of coupled wall-frame structures 73
Higher order model for the seismic response of bridge embankments 72
Linear soil-structure interaction of coupled wall-frame structures on pile foundations 71
Kinematic bending moments in pile foundations 71
Effects of uncertainties of soil and pile mechanical properties on the dynamic stiffness of deep foundations in homogenous deposits 71
The significance of soil-foundation compliance on the dynamic identification of the Chiaravalle viaduct 71
Effects of soil-pile-structure interaction on the non-linear seismic response of coupled wall-frame systems 70
Seismic response of bridges on pile foundations considering soil-structure interaction 70
Evaluation of dynamic soil-pile interaction based on both full scale in situ tests and numerical simulations 70
Kinematic interaction and rocking effects on the seismic response of viaducts on pile foundations 69
Kinematic Stress Resultants in Inclined Single Piles Subjected to Propagating Seismic Waves: an Analytical Formulation 69
Seismic soil-structure interaction in multi-span bridges: application to a railway bridge 68
Interdependent interpolation element for shear deformable composite beams 68
Soil-structure interaction in the seismic response of an isolated three-span motorway overcrossing founded on piles 68
Local failure mechanisms of existing steel-concrete composite decks 68
Evolution of Modal Parameters of a Reinforced Concrete Building Subjected to Moderate Earthquakes 68
Soil-structure interaction in the seismic response of coupled wall-frame structures on pile foundations 67
Totale 9.370
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Categoria #
all - tutte 73.744
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 73.744
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020291 0 0 0 0 0 0 0 0 0 0 109 182
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
2024/20253.301 330 337 144 135 239 182 556 210 667 258 243 0
Totale 13.511