IRIS
CARBONARI, Sandro
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 10.202
AS - Asia 5.706
EU - Europa 5.517
SA - Sud America 1.202
AF - Africa 174
OC - Oceania 24
Continente sconosciuto - Info sul continente non disponibili 18
Totale 22.843
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 10.041
SG - Singapore 2.035
IT - Italia 1.636
VN - Vietnam 1.258
CN - Cina 940
BR - Brasile 906
RU - Federazione Russa 825
UA - Ucraina 608
HK - Hong Kong 479
IE - Irlanda 446
DE - Germania 403
FR - Francia 371
SE - Svezia 367
TR - Turchia 221
DK - Danimarca 180
GB - Regno Unito 174
FI - Finlandia 172
IN - India 141
KR - Corea 111
BD - Bangladesh 91
AR - Argentina 79
NL - Olanda 66
MX - Messico 63
PL - Polonia 62
EC - Ecuador 59
CA - Canada 58
CO - Colombia 48
ES - Italia 46
ID - Indonesia 46
JP - Giappone 43
BE - Belgio 42
ZA - Sudafrica 39
IQ - Iraq 38
PH - Filippine 37
CI - Costa d'Avorio 35
PK - Pakistan 33
MA - Marocco 31
TW - Taiwan 30
AT - Austria 28
VE - Venezuela 26
PE - Perù 23
SA - Arabia Saudita 23
AU - Australia 21
CL - Cile 21
PT - Portogallo 21
UZ - Uzbekistan 21
IR - Iran 18
MY - Malesia 18
PY - Paraguay 16
AE - Emirati Arabi Uniti 15
TN - Tunisia 15
TH - Thailandia 14
DZ - Algeria 13
EU - Europa 13
JO - Giordania 13
AZ - Azerbaigian 12
BO - Bolivia 11
NP - Nepal 11
UY - Uruguay 11
IL - Israele 9
KE - Kenya 9
HU - Ungheria 8
KZ - Kazakistan 7
LT - Lituania 7
BY - Bielorussia 6
EG - Egitto 6
ET - Etiopia 6
GR - Grecia 6
HN - Honduras 6
LB - Libano 6
PS - Palestinian Territory 6
BG - Bulgaria 5
CH - Svizzera 5
CR - Costa Rica 5
DO - Repubblica Dominicana 5
GE - Georgia 5
JM - Giamaica 5
KG - Kirghizistan 5
OM - Oman 5
PA - Panama 5
SK - Slovacchia (Repubblica Slovacca) 5
SN - Senegal 5
AL - Albania 4
LV - Lettonia 4
NI - Nicaragua 4
RO - Romania 4
RS - Serbia 4
XK - ???statistics.table.value.countryCode.XK??? 4
GA - Gabon 3
NG - Nigeria 3
NO - Norvegia 3
NZ - Nuova Zelanda 3
SV - El Salvador 3
TT - Trinidad e Tobago 3
AO - Angola 2
BA - Bosnia-Erzegovina 2
GT - Guatemala 2
LY - Libia 2
MD - Moldavia 2
MM - Myanmar 2
Totale 22.815
Salva come PNG Salva come JPEG
Città #
Ashburn 2.003
Singapore 1.218
Chandler 1.115
Dallas 952
Jacksonville 630
San Jose 445
Hong Kong 431
Dublin 428
Ho Chi Minh City 400
Boardman 364
Fairfield 357
Hanoi 308
The Dalles 303
New York 223
Des Moines 201
Wilmington 185
Ancona 167
Lauterbourg 166
Beijing 165
Marche 162
Woodbridge 155
Lawrence 154
Princeton 154
Ann Arbor 152
Seattle 147
Houston 142
Centro 138
Moscow 134
San Mateo 134
Redmond 133
Los Angeles 123
Rome 107
Cambridge 101
São Paulo 95
Hefei 84
Munich 73
Helsinki 71
Da Nang 62
Washington 61
Milan 57
Orem 50
Council Bluffs 49
Haiphong 49
Santa Clara 49
San Marcello 48
Buffalo 47
Turin 47
San Diego 46
Chicago 45
Shenzhen 44
Brussels 39
London 37
Abidjan 35
Kraków 35
Shanghai 34
Rio de Janeiro 32
Columbus 29
Ascoli Piceno 28
Chennai 28
Pune 28
Guangzhou 26
Pesaro 26
Frankfurt am Main 25
Tokyo 24
Belo Horizonte 23
Dhaka 22
Johannesburg 22
Turku 22
Montreal 21
Warsaw 21
Mexico City 20
Quito 20
Thái Bình 20
Biên Hòa 19
Norwalk 19
Nuremberg 19
Tashkent 19
Brooklyn 18
Salt Lake City 18
Izmir 17
Amsterdam 16
Atlanta 16
Guayaquil 16
Campinas 15
Manchester 15
Stockholm 15
Vienna 15
Wuhan 15
Xi'an 15
Lima 14
Naples 14
Ninh Bình 14
Vũng Tàu 14
Amman 13
Boston 13
Can Tho 13
Hải Dương 13
New Taipei City 13
Phoenix 13
Baku 12
Totale 14.004
Salva come PNG Salva come JPEG
Nome #
Sustainable Engineering for Resilient Built and Natural Environments 316
An Overview of the Structural Safety-Oriented Research in the Region Marche Seismic Area 264
A low cost wireless sensor node for building monitoring 260
An innovative seismic protection system for existing buildings: external dissipative towers 218
A performance-based approach for the design of coupled dolphin-fender berthing structures 212
Simple Physical Models to Simulate the Behavior of Buckling-Type Marine Fenders 210
A higher order steel-concrete composite beam model 197
A Lumped Parameter Model for Time-Domain Inertial Soil-Structure Interaction Analysis of Structures on Pile Foundations 192
Measurements of ambient vibrations for a cable-stayed bridge including the soil-foundation system 192
A simplified elastic analysis of tunnel-piled structure interaction 184
A numerical model for the dynamic analysis of inclined pile groups 183
Dynamic monitoring of bridges during static load tests: influence of the dynamics of trucks on the modal parameters of the bridge 181
A simple methodology for the infill masonry wall stiffness estimation 181
Analytical evaluation of impedances and kinematic response of inclined piles 177
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 173
A Good Practice for the Proof Testing of Cable-Stayed Bridges 173
Dynamic monitoring of buildings as a diagnostic tool during construction phases 168
Expeditious methodology for the estimation of infill masonry wall stiffness through in-situ dynamic tests 167
A methodology for the identification of physical parameters of soil-foundation-bridge pier systems from identified state-space models 167
Finite elements for higher order steel–concrete composite beams 164
The Role of End Cross-beams on the Distribution of Seismic Induced Shear Actions on the Shear Connection in Steel-Concrete Composite Bridge Decks 163
A probabilistic study on impedances and kinematic response factors of square pile groups in homogeneous soils 162
Full scale experimental assessment of the dynamic horizontal behavior of micropiles in alluvial silty soils 162
First analysis of data concerning damage occurred to churches of the marche region following the 2016 central Italy earthquakes 161
Monitoring the Modal Properties of an RC School Building during the 2016 Central Italy Seismic Swarm 161
Risultati del monitoraggio dinamico di un edificio scolastico a Camerino a valle del sisma del centro Italia dell’agosto 2016 160
2D higher order model for the dynamic analysis of bridge embankments 159
A winkler model for the seismic analysis of structures on caisson foundations 158
Application of HDR devices for the seismic protection of steel-concrete composite frames: experimental results 157
A model for the 3D kinematic interaction analysis of pile groups in layered soils 157
Effect of Environmental Conditions on the Modal Response of a 10-Story Reinforced Concrete Tower 157
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 156
Seismic Retrofit Assessment of a School Building through Operational Modal Analysis and f.e. Modeling 156
Critical issues in safety assessment of existing reinforced concrete bridges by means of nonlinear analysis 154
Evaluation of fragility curves of a reinforced concrete viaduct in Central Italy: a preliminary analysis 154
Detection of infill wall damage due to earthquakes from vibration data 153
A higher order finite element to analyse steel-concrete composite bridge decks 153
Evidence of coupled soil-structure interaction and site response in continuous viaducts from ambient vibration tests 153
Dynamic behaviour of a retrofitted school building subjected to the after-shock sequence of the 2016 Central Italy earthquake 152
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 152
Una formulazione approssimata delle impedenze e del moto di fondazione per l’analisi inerziale di strutture fondate su pali 151
Current state of the dynamic monitoring of the "chiaravalle viaduct" 149
A probabilistic investigation on the dynamic behaviour of pile foundations in homogeneous soils 148
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation 146
A practical procedure for time-domain soil-structure interaction analysis of structures on pile foundations 145
Benefits of inclined pile foundations in earthquake resistant design of bridges 145
Some results of the structural health monitoring of a cable-stayed bridge in central Italy 142
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 142
Soil-foundation compliance evidence of the “Chiaravalle viaduct” 141
The significance of the dynamic interaction between bridge and trucks in the evaluation of the resonance structural frequencies 139
A Methodology for Extracting the Physical Parameters of Soil-Foundation-Pier Systems from Dynamic Tests 139
Analytical solution for a new higher order steel-concrete composite beam model 139
Assessment and Upgrading of Weakly Shear Reinforced Bridge Decks: A Case Study 139
Damage Detection of Post-tensioned Cables in Existing Bridges with Digital Radiography 136
An integrated permanent dynamic monitoring system of a tall building in central Italy 135
Influenza delle tamponature sul comportamento dinamico di strutture a telaio in acciaio: sperimentazione su un caso studio 135
Steel-concrete composite frame equipped with high damping rubber devices and buckling restrained braces: experimental results 133
Design procedure and analysis of innovative steel frames with reinforced concrete infill walls 133
Effects of environmental conditions on the dynamic properties of a 10-storey r.c. square tower 133
Experimental assessment of the expected impact of a bridge seismic retrofit through ambient vibration tests 133
Identification of infill masonry walls stiffening contribution on the dynamic behaviour of steel frames 133
An innovative seismic protection system for existing buildings: External Dissipative Towers 133
Identification of changes in the dynamics of a reinforced concrete building through a machine learning approach for data normalization 132
A 3D numerical model for the dynamic analysis of pile groups with inclined piles 132
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 131
Dynamic in situ tests for the calibration of an infilled R.C. Building F.E. model 131
Numerical and simplified methods for soil-pile interaction analysis 131
Dynamic performance of a full-scale micropile group: Relevance of nonlinear behaviour of the soil adjacent to micropiles 128
Application of HDR devices for the seismic protection of steel-concrete composite frames: experimental results 127
Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations 127
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 127
Expeditious Dynamic Tests for the Estimation of Infill Masonry Wall Stiffness 127
Seismic behaviour of steel-concrete composite bridge decks 126
Nomograms for the pre-dimensioning of RC beam-column joints according to Eurocode 8 126
Dynamic Test for the Model Calibration and Pier Damage Detection of an Existing R.C. Multispan Viaduct 125
Indagini sperimentali su due tegoli in c.a.p. dopo 18 anni di esercizio 123
The Rocca Roveresca of Senigallia: seismic vulnerability of the defensive walls 123
A procedure for addressing the soil-abutment interaction problem in the safety assessment of bridges 123
Static and dynamic testing of the “Filomena Delli Castelli” bridge 122
Effects of uncertainties of soil and pile mechanical properties on the dynamic stiffness of deep foundations in homogenous deposits 121
Some Considerations on the Expected Resonance Frequencies of Bridges During Proof Load Tests 121
Micropile foundation subjected to dynamic lateral loading 120
A model for the dynamic analysis of inclined pile groups 119
Evolution of Modal Parameters of a Reinforced Concrete Building Subjected to Moderate Earthquakes 119
Influence of the piers' height on the fragility assessment of Italian R.C. Link slab bridges 119
Linear soil-structure interaction of coupled wall-frame structures on pile foundations 118
Soil-structure interaction in the seismic response of coupled wall-frame structures on pile foundations 118
Static equivalent method for the kinematic interaction analysis of single piles 118
Shear connection local problems in the seismic design of steel-concrete composite decks 118
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati 118
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 118
Soil-pile-structure interaction in the seismic response of coupled wall-frame structures 118
Kinematic interaction and rocking effects on the seismic response of viaducts on pile foundations 117
Dynamic Test Based Model Calibration of an Existing R.C. School Building 117
Tests on two 18-years-old prestressed thin walled roof elements 116
Experimental study on instrumented micropiles 116
The Role of Soil-Structure Interaction in the Interpretation of Dynamic Tests on the “Chiaravalle viaduct” 115
Local failure mechanisms of existing steel-concrete composite decks 115
Seismic soil-structure interaction in multi-span bridges: application to a railway bridge 114
Higher order model for the seismic response of bridge embankments 114
Totale 14.818
Salva come PNG Salva come JPEG
Categoria #
all - tutte 97.744
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 97.744
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021433 0 0 0 0 0 0 0 0 0 126 213 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
2024/20253.694 330 337 144 135 239 182 556 210 667 258 320 316
2025/20269.525 603 916 728 814 1.106 701 1.764 1.104 971 818 0 0
Totale 23.429