IRIS
CARBONARI, Sandro
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 10.624
AS - Asia 5.885
EU - Europa 5.647
SA - Sud America 1.206
AF - Africa 174
OC - Oceania 24
Continente sconosciuto - Info sul continente non disponibili 18
Totale 23.578
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 10.443
SG - Singapore 2.087
IT - Italia 1.759
VN - Vietnam 1.284
CN - Cina 975
BR - Brasile 908
RU - Federazione Russa 825
UA - Ucraina 608
HK - Hong Kong 485
IE - Irlanda 446
DE - Germania 403
FR - Francia 371
SE - Svezia 367
TR - Turchia 221
DK - Danimarca 180
GB - Regno Unito 175
FI - Finlandia 172
BD - Bangladesh 144
IN - India 143
KR - Corea 112
AR - Argentina 79
CA - Canada 70
NL - Olanda 68
MX - Messico 64
PL - Polonia 62
EC - Ecuador 59
ES - Italia 49
CO - Colombia 48
ID - Indonesia 46
JP - Giappone 43
BE - Belgio 42
PH - Filippine 39
ZA - Sudafrica 39
IQ - Iraq 38
CI - Costa d'Avorio 35
PK - Pakistan 33
MA - Marocco 31
TW - Taiwan 30
AT - Austria 28
VE - Venezuela 26
PE - Perù 25
SA - Arabia Saudita 23
AU - Australia 21
CL - Cile 21
PT - Portogallo 21
UZ - Uzbekistan 21
MY - Malesia 19
IR - Iran 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
NP - Nepal 12
BO - Bolivia 11
UY - Uruguay 11
IL - Israele 9
KE - Kenya 9
HU - Ungheria 8
GR - Grecia 7
HN - Honduras 7
KZ - Kazakistan 7
LT - Lituania 7
NI - Nicaragua 7
BY - Bielorussia 6
EG - Egitto 6
ET - Etiopia 6
JM - Giamaica 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
KG - Kirghizistan 5
OM - Oman 5
PA - Panama 5
SK - Slovacchia (Repubblica Slovacca) 5
SN - Senegal 5
SV - El Salvador 5
AL - Albania 4
LV - Lettonia 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
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 23.550
Salva come PNG Salva come JPEG
Città #
Ashburn 2.078
Singapore 1.223
Chandler 1.115
Dallas 956
Jacksonville 631
San Jose 528
Hong Kong 436
Dublin 429
Ho Chi Minh City 409
Boardman 364
Fairfield 357
Hanoi 318
The Dalles 315
New York 229
Des Moines 201
Wilmington 185
Ancona 172
Beijing 172
Lauterbourg 166
Marche 162
Woodbridge 156
Lawrence 154
Princeton 154
Houston 153
Ann Arbor 152
Seattle 149
Centro 138
Moscow 134
San Mateo 134
Redmond 133
Los Angeles 128
Rome 111
Cambridge 101
Milan 96
São Paulo 95
Hefei 84
Munich 73
Helsinki 71
Da Nang 62
Washington 61
Santa Clara 60
Buffalo 51
Chicago 51
Council Bluffs 51
Orem 51
Turin 50
Haiphong 49
San Marcello 48
San Diego 47
Shenzhen 44
Brussels 39
London 37
Abidjan 35
Kraków 35
Shanghai 34
Atlanta 33
Rio de Janeiro 32
Columbus 29
Ascoli Piceno 28
Chennai 28
Pune 28
Guangzhou 27
Pesaro 26
Frankfurt am Main 25
Montreal 24
Tokyo 24
Belo Horizonte 23
Dhaka 22
Johannesburg 22
Phoenix 22
Turku 22
Mexico City 21
Warsaw 21
Quito 20
Thái Bình 20
Biên Hòa 19
Brooklyn 19
Norwalk 19
Nuremberg 19
Tashkent 19
Naples 18
Salt Lake City 18
Izmir 17
Amsterdam 16
Guayaquil 16
Wuhan 16
Campinas 15
Manchester 15
Stockholm 15
Vienna 15
Xi'an 15
Lima 14
Ninh Bình 14
Vũng Tàu 14
Amman 13
Boston 13
Can Tho 13
Hải Dương 13
New Taipei City 13
Baku 12
Totale 14.354
Salva come PNG Salva come JPEG
Nome #
Sustainable Engineering for Resilient Built and Natural Environments 320
An Overview of the Structural Safety-Oriented Research in the Region Marche Seismic Area 272
A low cost wireless sensor node for building monitoring 260
An innovative seismic protection system for existing buildings: external dissipative towers 229
A higher order finite element to analyse steel-concrete composite bridge decks 226
A performance-based approach for the design of coupled dolphin-fender berthing structures 220
Simple Physical Models to Simulate the Behavior of Buckling-Type Marine Fenders 210
Measurements of ambient vibrations for a cable-stayed bridge including the soil-foundation system 202
A higher order steel-concrete composite beam model 199
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 199
A Lumped Parameter Model for Time-Domain Inertial Soil-Structure Interaction Analysis of Structures on Pile Foundations 193
A numerical model for the dynamic analysis of inclined pile groups 186
A simple methodology for the infill masonry wall stiffness estimation 186
A simplified elastic analysis of tunnel-piled structure interaction 185
Dynamic monitoring of bridges during static load tests: influence of the dynamics of trucks on the modal parameters of the bridge 185
Analytical evaluation of impedances and kinematic response of inclined piles 181
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 176
Dynamic monitoring of buildings as a diagnostic tool during construction phases 176
A Good Practice for the Proof Testing of Cable-Stayed Bridges 175
Monitoring the Modal Properties of an RC School Building during the 2016 Central Italy Seismic Swarm 174
Expeditious methodology for the estimation of infill masonry wall stiffness through in-situ dynamic tests 173
A methodology for the identification of physical parameters of soil-foundation-bridge pier systems from identified state-space models 170
Influence of the piers' height on the fragility assessment of Italian R.C. Link slab bridges 169
Finite elements for higher order steel–concrete composite beams 167
A winkler model for the seismic analysis of structures on caisson foundations 166
First analysis of data concerning damage occurred to churches of the marche region following the 2016 central Italy earthquakes 166
The Role of End Cross-beams on the Distribution of Seismic Induced Shear Actions on the Shear Connection in Steel-Concrete Composite Bridge Decks 165
Critical issues in safety assessment of existing reinforced concrete bridges by means of nonlinear analysis 164
Full scale experimental assessment of the dynamic horizontal behavior of micropiles in alluvial silty soils 164
Seismic Retrofit Assessment of a School Building through Operational Modal Analysis and f.e. Modeling 163
A probabilistic study on impedances and kinematic response factors of square pile groups in homogeneous soils 162
2D higher order model for the dynamic analysis of bridge embankments 161
Application of HDR devices for the seismic protection of steel-concrete composite frames: experimental results 160
A model for the 3D kinematic interaction analysis of pile groups in layered soils 160
Risultati del monitoraggio dinamico di un edificio scolastico a Camerino a valle del sisma del centro Italia dell’agosto 2016 160
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 159
Effect of Environmental Conditions on the Modal Response of a 10-Story Reinforced Concrete Tower 159
Detection of infill wall damage due to earthquakes from vibration data 156
Evaluation of fragility curves of a reinforced concrete viaduct in Central Italy: a preliminary analysis 155
Some Considerations on the Expected Resonance Frequencies of Bridges During Proof Load Tests 154
Dynamic behaviour of a retrofitted school building subjected to the after-shock sequence of the 2016 Central Italy earthquake 153
Evidence of coupled soil-structure interaction and site response in continuous viaducts from ambient vibration tests 153
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
Benefits of inclined pile foundations in earthquake resistant design of bridges 151
A probabilistic investigation on the dynamic behaviour of pile foundations in homogeneous soils 150
Current state of the dynamic monitoring of the "chiaravalle viaduct" 150
Some results of the structural health monitoring of a cable-stayed bridge in central Italy 148
A practical procedure for time-domain soil-structure interaction analysis of structures on pile foundations 147
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation 147
Soil-foundation compliance evidence of the “Chiaravalle viaduct” 144
Assessment and Upgrading of Weakly Shear Reinforced Bridge Decks: A Case Study 143
Damage Detection of Post-tensioned Cables in Existing Bridges with Digital Radiography 142
A Methodology for Extracting the Physical Parameters of Soil-Foundation-Pier Systems from Dynamic Tests 141
Analytical solution for a new higher order steel-concrete composite beam model 141
The significance of the dynamic interaction between bridge and trucks in the evaluation of the resonance structural frequencies 139
A 3D numerical model for the dynamic analysis of pile groups with inclined piles 139
An innovative seismic protection system for existing buildings: External Dissipative Towers 137
Steel-concrete composite frame equipped with high damping rubber devices and buckling restrained braces: experimental results 136
An integrated permanent dynamic monitoring system of a tall building in central Italy 136
Influenza delle tamponature sul comportamento dinamico di strutture a telaio in acciaio: sperimentazione su un caso studio 136
Experimental assessment of the expected impact of a bridge seismic retrofit through ambient vibration tests 135
Identification of infill masonry walls stiffening contribution on the dynamic behaviour of steel frames 135
Dynamic performance of a full-scale micropile group: Relevance of nonlinear behaviour of the soil adjacent to micropiles 135
Numerical and simplified methods for soil-pile interaction analysis 135
Identification of changes in the dynamics of a reinforced concrete building through a machine learning approach for data normalization 134
Design procedure and analysis of innovative steel frames with reinforced concrete infill walls 134
Effects of environmental conditions on the dynamic properties of a 10-storey r.c. square tower 134
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 133
Evolution of Modal Parameters of a Reinforced Concrete Building Subjected to Moderate Earthquakes 133
Dynamic in situ tests for the calibration of an infilled R.C. Building F.E. model 132
Expeditious Dynamic Tests for the Estimation of Infill Masonry Wall Stiffness 132
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 131
Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations 130
Nomograms for the pre-dimensioning of RC beam-column joints according to Eurocode 8 130
Application of HDR devices for the seismic protection of steel-concrete composite frames: experimental results 128
Seismic behaviour of steel-concrete composite bridge decks 128
Indagini sperimentali su due tegoli in c.a.p. dopo 18 anni di esercizio 125
Dynamic Test for the Model Calibration and Pier Damage Detection of an Existing R.C. Multispan Viaduct 125
The Rocca Roveresca of Senigallia: seismic vulnerability of the defensive walls 124
Effects of uncertainties of soil and pile mechanical properties on the dynamic stiffness of deep foundations in homogenous deposits 124
A procedure for addressing the soil-abutment interaction problem in the safety assessment of bridges 124
Micropile foundation subjected to dynamic lateral loading 123
Static and dynamic testing of the “Filomena Delli Castelli” bridge 123
An experimental campaign for assessing the role of tensioned tendons on the shear capacity of half-joints 121
Linear soil-structure interaction of coupled wall-frame structures on pile foundations 121
Shear connection local problems in the seismic design of steel-concrete composite decks 121
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 121
Soil-structure interaction in the seismic response of coupled wall-frame structures on pile foundations 120
Local failure mechanisms of existing steel-concrete composite decks 120
Kinematic interaction and rocking effects on the seismic response of viaducts on pile foundations 119
Seismic soil-structure interaction in multi-span bridges: application to a railway bridge 119
Tests on two 18-years-old prestressed thin walled roof elements 119
Static equivalent method for the kinematic interaction analysis of single piles 119
A model for the dynamic analysis of inclined pile groups 119
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati 119
Soil-pile-structure interaction in the seismic response of coupled wall-frame structures 119
Winkler model for predicting the dynamic response of caisson foundations 117
Fragility reduction for a simply supported multi-span prestressed rc bridge retrofitted with LRB 117
Higher order model for the seismic response of bridge embankments 117
Totale 15.338
Salva come PNG Salva come JPEG
Categoria #
all - tutte 104.098
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 104.098
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202194 0 0 0 0 0 0 0 0 0 0 0 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
2025/202610.266 603 916 728 814 1.106 701 1.764 1.104 971 922 318 319
Totale 24.170