IRIS
CARBONARI, Sandro
 Distribuzione geografica
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Continente #
NA - Nord America 11.449
AS - Asia 5.972
EU - Europa 5.727
SA - Sud America 1.227
Continente sconosciuto - Info sul continente non disponibili 618
AF - Africa 174
OC - Oceania 24
Totale 25.191
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Nazione #
US - Stati Uniti d'America 11.224
SG - Singapore 2.108
IT - Italia 1.813
VN - Vietnam 1.286
CN - Cina 1.006
BR - Brasile 919
RU - Federazione Russa 825
UA - Ucraina 609
HK - Hong Kong 493
IE - Irlanda 446
DE - Germania 410
FR - Francia 374
SE - Svezia 368
TR - Turchia 221
DK - Danimarca 180
GB - Regno Unito 176
FI - Finlandia 172
BD - Bangladesh 153
IN - India 143
KR - Corea 112
CA - Canada 91
AR - Argentina 80
NL - Olanda 71
MX - Messico 67
PL - Polonia 62
EC - Ecuador 60
ES - Italia 54
CO - Colombia 53
ID - Indonesia 46
JP - Giappone 44
BE - Belgio 42
PH - Filippine 39
ZA - Sudafrica 39
IQ - Iraq 38
CI - Costa d'Avorio 35
PK - Pakistan 33
IR - Iran 31
MA - Marocco 31
TW - Taiwan 30
AT - Austria 29
VE - Venezuela 28
PE - Perù 25
SA - Arabia Saudita 23
AU - Australia 21
CL - Cile 21
PT - Portogallo 21
UZ - Uzbekistan 21
MY - Malesia 19
PY - Paraguay 17
JM - Giamaica 16
AE - Emirati Arabi Uniti 15
TN - Tunisia 15
JO - Giordania 14
TH - Thailandia 14
DZ - Algeria 13
EU - Europa 13
AZ - Azerbaigian 12
NP - Nepal 12
BO - Bolivia 11
UY - Uruguay 11
IL - Israele 9
KE - Kenya 9
CR - Costa Rica 8
HN - Honduras 8
HU - Ungheria 8
BY - Bielorussia 7
GR - Grecia 7
KZ - Kazakistan 7
LT - Lituania 7
NI - Nicaragua 7
SV - El Salvador 7
EG - Egitto 6
ET - Etiopia 6
LB - Libano 6
PS - Palestinian Territory 6
SK - Slovacchia (Repubblica Slovacca) 6
BG - Bulgaria 5
CH - Svizzera 5
DO - Repubblica Dominicana 5
GE - Georgia 5
KG - Kirghizistan 5
OM - Oman 5
PA - Panama 5
SN - Senegal 5
AL - Albania 4
LV - Lettonia 4
RO - Romania 4
RS - Serbia 4
TT - Trinidad e Tobago 4
XK - ???statistics.table.value.countryCode.XK??? 4
GA - Gabon 3
NG - Nigeria 3
NO - Norvegia 3
NZ - Nuova Zelanda 3
AO - Angola 2
BA - Bosnia-Erzegovina 2
CY - Cipro 2
GT - Guatemala 2
LY - Libia 2
MD - Moldavia 2
Totale 24.557
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Città #
Ashburn 2.124
Singapore 1.233
Chandler 1.115
Dallas 959
Jacksonville 632
San Jose 540
Hong Kong 443
Dublin 429
Council Bluffs 423
Ho Chi Minh City 411
Boardman 364
Fairfield 358
Hanoi 318
The Dalles 317
New York 230
Des Moines 202
Beijing 186
Wilmington 185
Ancona 172
Lauterbourg 166
Marche 162
Woodbridge 157
Houston 156
Lawrence 154
Princeton 154
Ann Arbor 152
Seattle 150
Los Angeles 140
Centro 138
Moscow 135
San Mateo 134
Redmond 133
Rome 116
Milan 103
Cambridge 101
São Paulo 96
Santa Clara 85
Hefei 84
Munich 73
Helsinki 71
Washington 63
Da Nang 62
Chicago 55
Buffalo 53
Orem 51
Turin 50
Haiphong 49
San Diego 48
San Marcello 48
Shenzhen 44
Shanghai 40
Brussels 39
London 38
Atlanta 37
Abidjan 35
Kraków 35
Rio de Janeiro 32
Columbus 29
Ascoli Piceno 28
Chennai 28
Phoenix 28
Pune 28
Guangzhou 27
Montreal 27
Pesaro 26
Frankfurt am Main 25
Tokyo 25
Dhaka 24
Belo Horizonte 23
Mexico City 23
Johannesburg 22
Naples 22
Turku 22
Brooklyn 21
Quito 21
Warsaw 21
Salt Lake City 20
Thái Bình 20
Biên Hòa 19
Norwalk 19
Nuremberg 19
Tashkent 19
Boston 17
Izmir 17
Amsterdam 16
Guayaquil 16
Stockholm 16
Wuhan 16
Campinas 15
Manchester 15
Vienna 15
Xi'an 15
Lima 14
Ninh Bình 14
Vũng Tàu 14
Amman 13
Can Tho 13
Hải Dương 13
New Taipei City 13
San Francisco 13
Totale 14.931
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Nome #
Sustainable Engineering for Resilient Built and Natural Environments 323
An Overview of the Structural Safety-Oriented Research in the Region Marche Seismic Area 281
A low cost wireless sensor node for building monitoring 264
Static and dynamic testing of the cable-stayed bridge on the Saline River in the Abruzzo reigion, Italy 261
A higher order finite element to analyse steel-concrete composite bridge decks 232
An innovative seismic protection system for existing buildings: external dissipative towers 232
A performance-based approach for the design of coupled dolphin-fender berthing structures 225
Simple Physical Models to Simulate the Behavior of Buckling-Type Marine Fenders 214
Measurements of ambient vibrations for a cable-stayed bridge including the soil-foundation system 207
A higher order steel-concrete composite beam model 201
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 201
A Lumped Parameter Model for Time-Domain Inertial Soil-Structure Interaction Analysis of Structures on Pile Foundations 198
A simplified elastic analysis of tunnel-piled structure interaction 191
A numerical model for the dynamic analysis of inclined pile groups 190
A simple methodology for the infill masonry wall stiffness estimation 190
Dynamic monitoring of bridges during static load tests: influence of the dynamics of trucks on the modal parameters of the bridge 188
Analytical evaluation of impedances and kinematic response of inclined piles 183
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 181
Expeditious methodology for the estimation of infill masonry wall stiffness through in-situ dynamic tests 181
Dynamic monitoring of buildings as a diagnostic tool during construction phases 181
Monitoring the Modal Properties of an RC School Building during the 2016 Central Italy Seismic Swarm 180
A Good Practice for the Proof Testing of Cable-Stayed Bridges 178
A winkler model for the seismic analysis of structures on caisson foundations 175
Finite elements for higher order steel–concrete composite beams 174
Some Considerations on the Expected Resonance Frequencies of Bridges During Proof Load Tests 174
A methodology for the identification of physical parameters of soil-foundation-bridge pier systems from identified state-space models 174
Seismic Retrofit Assessment of a School Building through Operational Modal Analysis and f.e. Modeling 170
Influence of the piers' height on the fragility assessment of Italian R.C. Link slab bridges 170
A probabilistic study on impedances and kinematic response factors of square pile groups in homogeneous soils 169
Critical issues in safety assessment of existing reinforced concrete bridges by means of nonlinear analysis 169
The Role of End Cross-beams on the Distribution of Seismic Induced Shear Actions on the Shear Connection in Steel-Concrete Composite Bridge Decks 169
First analysis of data concerning damage occurred to churches of the marche region following the 2016 central Italy earthquakes 169
Full scale experimental assessment of the dynamic horizontal behavior of micropiles in alluvial silty soils 168
A model for the 3D kinematic interaction analysis of pile groups in layered soils 166
2D higher order model for the dynamic analysis of bridge embankments 165
Detection of infill wall damage due to earthquakes from vibration data 164
Risultati del monitoraggio dinamico di un edificio scolastico a Camerino a valle del sisma del centro Italia dell’agosto 2016 164
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 163
Application of HDR devices for the seismic protection of steel-concrete composite frames: experimental results 162
Effect of Environmental Conditions on the Modal Response of a 10-Story Reinforced Concrete Tower 161
Una formulazione approssimata delle impedenze e del moto di fondazione per l’analisi inerziale di strutture fondate su pali 160
A probabilistic investigation on the dynamic behaviour of pile foundations in homogeneous soils 157
Evaluation of fragility curves of a reinforced concrete viaduct in Central Italy: a preliminary analysis 157
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 156
Some results of the structural health monitoring of a cable-stayed bridge in central Italy 155
Dynamic behaviour of a retrofitted school building subjected to the after-shock sequence of the 2016 Central Italy earthquake 154
Evidence of coupled soil-structure interaction and site response in continuous viaducts from ambient vibration tests 154
Benefits of inclined pile foundations in earthquake resistant design of bridges 154
Damage Detection of Post-tensioned Cables in Existing Bridges with Digital Radiography 153
Current state of the dynamic monitoring of the "chiaravalle viaduct" 152
A practical procedure for time-domain soil-structure interaction analysis of structures on pile foundations 151
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation 149
A Methodology for Extracting the Physical Parameters of Soil-Foundation-Pier Systems from Dynamic Tests 148
The significance of the dynamic interaction between bridge and trucks in the evaluation of the resonance structural frequencies 146
A 3D numerical model for the dynamic analysis of pile groups with inclined piles 146
Soil-foundation compliance evidence of the “Chiaravalle viaduct” 146
Assessment and Upgrading of Weakly Shear Reinforced Bridge Decks: A Case Study 145
Analytical solution for a new higher order steel-concrete composite beam model 142
An integrated permanent dynamic monitoring system of a tall building in central Italy 141
Design procedure and analysis of innovative steel frames with reinforced concrete infill walls 140
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 140
Dynamic performance of a full-scale micropile group: Relevance of nonlinear behaviour of the soil adjacent to micropiles 140
An innovative seismic protection system for existing buildings: External Dissipative Towers 140
Influenza delle tamponature sul comportamento dinamico di strutture a telaio in acciaio: sperimentazione su un caso studio 138
Steel-concrete composite frame equipped with high damping rubber devices and buckling restrained braces: experimental results 137
Experimental assessment of the expected impact of a bridge seismic retrofit through ambient vibration tests 137
Identification of infill masonry walls stiffening contribution on the dynamic behaviour of steel frames 137
Identification of changes in the dynamics of a reinforced concrete building through a machine learning approach for data normalization 136
Dynamic in situ tests for the calibration of an infilled R.C. Building F.E. model 135
Effects of environmental conditions on the dynamic properties of a 10-storey r.c. square tower 135
Numerical and simplified methods for soil-pile interaction analysis 135
Evolution of Modal Parameters of a Reinforced Concrete Building Subjected to Moderate Earthquakes 135
Optimal sensor placement for the dynamic monitoring of a historical masonry church in central Italy 133
Application of HDR devices for the seismic protection of steel-concrete composite frames: experimental results 133
Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations 133
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 133
Expeditious Dynamic Tests for the Estimation of Infill Masonry Wall Stiffness 133
Nomograms for the pre-dimensioning of RC beam-column joints according to Eurocode 8 132
The Rocca Roveresca of Senigallia: seismic vulnerability of the defensive walls 129
A procedure for addressing the soil-abutment interaction problem in the safety assessment of bridges 129
Seismic behaviour of steel-concrete composite bridge decks 128
Linear soil-structure interaction of coupled wall-frame structures on pile foundations 127
Indagini sperimentali su due tegoli in c.a.p. dopo 18 anni di esercizio 127
Dynamic Test for the Model Calibration and Pier Damage Detection of an Existing R.C. Multispan Viaduct 127
Effects of uncertainties of soil and pile mechanical properties on the dynamic stiffness of deep foundations in homogenous deposits 127
Nonlinear seismic behaviour of wall-frame dual systems accounting for soil-structure interactions 126
Kinematic interaction and rocking effects on the seismic response of viaducts on pile foundations 126
Soil-structure interaction in the seismic response of coupled wall-frame structures on pile foundations 126
Shear connection local problems in the seismic design of steel-concrete composite decks 126
Static and dynamic testing of the “Filomena Delli Castelli” bridge 126
Tests on two 18-years-old prestressed thin walled roof elements 124
Static equivalent method for the kinematic interaction analysis of single piles 124
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati 124
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 124
An experimental campaign for assessing the role of tensioned tendons on the shear capacity of half-joints 123
A model for the dynamic analysis of inclined pile groups 123
Micropile foundation subjected to dynamic lateral loading 123
Seismic soil-structure interaction in multi-span bridges: application to a railway bridge 122
Higher order model for the seismic response of bridge embankments 122
Experimental study on instrumented micropiles 122
Totale 15.911
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Categoria #
all - tutte 108.652
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 108.652
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.519 0 289 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
2025/202610.358 603 916 728 814 1.106 701 1.764 1.104 971 922 318 411
2026/2027929 509 420 0 0 0 0 0 0 0 0 0 0
Totale 25.191