IRIS
CARDONE, Donatello
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 17.218
AS - Asia 5.567
EU - Europa 4.794
SA - Sud America 392
AF - Africa 110
OC - Oceania 18
Continente sconosciuto - Info sul continente non disponibili 14
Totale 28.113
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 16.821
CN - Cina 2.147
UA - Ucraina 1.308
SG - Singapore 1.296
VN - Vietnam 1.148
IT - Italia 1.035
HK - Hong Kong 484
SE - Svezia 417
RU - Federazione Russa 393
DE - Germania 382
CA - Canada 333
FI - Finlandia 331
FR - Francia 320
BR - Brasile 279
GB - Regno Unito 263
IN - India 101
IE - Irlanda 88
BD - Bangladesh 86
TR - Turchia 76
NL - Olanda 64
DZ - Algeria 45
AR - Argentina 37
JP - Giappone 35
MX - Messico 35
PL - Polonia 34
ZA - Sudafrica 34
IQ - Iraq 27
IR - Iran 26
ES - Italia 25
CZ - Repubblica Ceca 22
ID - Indonesia 21
BE - Belgio 19
EC - Ecuador 19
AT - Austria 17
AU - Australia 17
MY - Malesia 17
CO - Colombia 16
PK - Pakistan 15
EU - Europa 13
TH - Thailandia 13
PE - Perù 12
SA - Arabia Saudita 12
GR - Grecia 10
LT - Lituania 10
JO - Giordania 9
RO - Romania 9
VE - Venezuela 9
KR - Corea 8
UZ - Uzbekistan 8
AL - Albania 6
EG - Egitto 6
PT - Portogallo 6
PY - Paraguay 6
CH - Svizzera 5
CL - Cile 5
HN - Honduras 5
LV - Lettonia 5
MA - Marocco 5
NP - Nepal 5
PH - Filippine 5
DK - Danimarca 4
JM - Giamaica 4
UY - Uruguay 4
AE - Emirati Arabi Uniti 3
BA - Bosnia-Erzegovina 3
BG - Bulgaria 3
BO - Bolivia 3
DO - Repubblica Dominicana 3
HU - Ungheria 3
KE - Kenya 3
KG - Kirghizistan 3
LB - Libano 3
OM - Oman 3
SC - Seychelles 3
SK - Slovacchia (Repubblica Slovacca) 3
SV - El Salvador 3
TN - Tunisia 3
TW - Taiwan 3
AM - Armenia 2
AZ - Azerbaigian 2
BS - Bahamas 2
BY - Bielorussia 2
DM - Dominica 2
EE - Estonia 2
ET - Etiopia 2
GT - Guatemala 2
KZ - Kazakistan 2
MK - Macedonia 2
NG - Nigeria 2
NO - Norvegia 2
PR - Porto Rico 2
QA - Qatar 2
SR - Suriname 2
AO - Angola 1
BB - Barbados 1
BZ - Belize 1
CM - Camerun 1
CR - Costa Rica 1
CV - Capo Verde 1
GE - Georgia 1
Totale 28.099
Salva come PNG Salva come JPEG
Città #
Woodbridge 1.871
Ashburn 1.402
Ann Arbor 1.346
Fairfield 1.220
San Jose 1.187
Jacksonville 1.153
Houston 1.083
Dong Ket 851
Chandler 803
Dallas 639
Wilmington 525
Nanjing 509
Seattle 475
Hong Kong 468
Beijing 437
Singapore 418
Council Bluffs 396
Cambridge 394
Boardman 335
The Dalles 295
Toronto 242
Nanchang 230
Princeton 199
Lauterbourg 180
Los Angeles 149
Helsinki 142
Moscow 136
New York 129
Ogden 126
Kent 108
Centro 107
Milan 107
Kunming 102
Ho Chi Minh City 94
Dublin 85
Santa Clara 79
Shenyang 79
Tianjin 68
Hebei 66
Jiaxing 64
Rome 62
Buffalo 59
Chicago 56
Hanoi 55
Orem 54
Munich 52
San Diego 51
Verona 47
London 43
Changsha 42
Hangzhou 42
San Francisco 41
Dearborn 40
Lanzhou 37
Shanghai 35
São Paulo 35
Changchun 32
Tokyo 32
Pune 31
Montreal 30
Falkenstein 29
Amsterdam 28
Chennai 28
Frankfurt am Main 28
Johannesburg 26
Atlanta 25
Naples 25
Kocaeli 24
Jinan 23
Warsaw 23
Brooklyn 22
Denver 22
Venice 22
Forino 21
Brussels 19
Des Moines 19
Norwalk 19
Haiphong 18
Manchester 18
Boston 17
Guangzhou 17
Laghouat 17
Xi'an 17
Brno 15
Ferrara 15
Bari 14
Stockholm 14
Vienna 14
Da Nang 13
Pavia 13
Poplar 13
Bursa 12
Catania 12
Lima 12
Zhengzhou 12
Mexico City 11
Dhaka 10
Falls Church 10
Phoenix 10
Redmond 10
Totale 19.892
Salva come PNG Salva come JPEG
Nome #
A performance-based adaptive methodology for the seismic evaluation of multi-span simply supported deck bridges 270
Damage and loss assessment of pre-70 RC frame buildings with FEMA P-58 233
Effects of air temperature on the cyclic behavior of elastomeric seismic isolators 225
Simplified estimation of the expected annual loss of reinforced concrete buildings 216
Cost-benefit analysis of alternative retrofit strategies for RC frame buildings 216
Characterising the in-plane seismic performance of infill masonry 214
Dynamic response of a volcanic shelter subjected to ballistic impacts 214
Direct Displacement-Based Design of Buildings with Different Seismic Isolation Systems 213
Shaking-table tests on reinforced concrete frames with different isolation systems 208
Inelastic response of RC frame buildings with seismic isolation 206
Implementation and Testing of Passive Control Devices Based on Shape Memory Alloys 206
Developing Fragility Curves and Loss Functions for Masonry Infill Walls 206
Developing collapse fragility curves for base-isolated buildings 206
Evaluation of reduction factors for high-damping design response spectra 205
RINTC-E PROJECT: THE SEISMIC RISK OF EXISTING ITALIAN RC BUILDINGS RETROFITTED WITH SEISMIC ISOLATION 205
Evaluation of simplified methods for the design of bridges with seismic isolation systems 204
Case Studies and Comparative Evaluation of Methods 202
Estimating fragility curves of pre-70 RC frame buildings considering different performance limit states 201
Dynamic tests on a 1:4 scaled R/C existing building: comparison of several isolation systems 200
Re-centring Capability of Flag-Shaped Seismic Isolation Systems 199
Nonlinear Static Methods vs. Experimental Shaking Table Test Results 198
Critical load of slender elastomeric seismic isolators: an experimental perspective 197
Cyclic behavior of RC hollow bridge piers with corroded rebars 194
Seismic Protection of Light Secondary Systems Through Different Base Isolation Systems 193
Fatigue resistance of SMA-martensite bars subjected to flexural bending 191
Developing a Direct Approach for Estimating Expected Annual Losses of Italian Buildings 191
Numerical studies on the seismic retrofit of bridges using shape memory alloys 190
Restoring capability of friction pendulum seismic isolation systems 189
Smart restorable sliding base isolation system 187
Comparison between different seismic isolation systems through shaking table tests 186
An alternative approach for the seismic rehabilitation of existing RC buildings using seismic isolation 185
Theoretical and experimental studies for the application of shape memory alloys in civil engineering 184
Multiple inelastic mechanisms analysis (MIMA): A simplified method for the estimation of the seismic response of RC frame buildings 184
RINTC project: nonlinear analyses of italian code-conforming base-isolated buildings for risk of collapse assessment 183
Application of Shape Memory Alloys in Historical Constructions 182
On the influence of the choice of the steel degradation law on the modeling of corroded Reinforced Concrete structures 181
Direct Displacement-Based Design of Seismically Isolated Bridges 180
Smart Ties for the retrofit of arches and vaults 179
Comparison of Different Seismic Isolation Systems through Shaking Table Tests on a Steel Structure 178
Shaking table tests on reinforced concrete frames without and with passive control systems 178
SYSTEM INCLUDING A SHAPE-MEMORY ALLOY DEVICE 178
SMA-based Tension Control Block for metallic tendons 176
SMA Re-centering Devices for Seismic Isolation of Civil Structures 175
Seismic Rehabilitation of Existing Reinforced Concrete Buildings with Seismic Isolation: A Case Study 175
Experimental evaluation of the mechanical behavior of elastomeric materials for seismic applications at different air temperatures 175
Displacement limits and performance displacement profiles in support of direct displacement-based seismic assessment of bridges 174
Seismic Perfomance of RC Frame Buildings with Decoupled Infills 173
DIRECT DISPLACEMENT-BASED ASSESSMENT OF BRIDGES 173
Direct displacement loss assessment of existing RC buildings pre- and post-seismic retrofitting: A case study 172
Structural design and analysis of an impact resisting structure for volcanic shelters 172
A new added damping rubber isolator (ADRI): experimental tests and numerical simulations 170
Influence of residual displacements on the design displacement of spherical friction-based isolation systems 170
Experimental static and dynamic response of a real r/c frame upgraded with SMA re-centering and dissipating braces 169
Design, testing and implementation of a Cu-SMA-based device for improving the thermal behavior of steel tie-rods 169
Modelling and Seismic Response Analysis of Italian Code-Conforming Base-Isolated Buildings 169
Progetto ILVA-IDEM: sperimentazione in situ dell’adeguamento sismico mediante controventi ricentranti con leghe a memoria di forma 168
A Numerical Procedure for the Assessment of Highway Bridges in Seismic Areas 168
Mechanical behaviour of shape memory alloys for seismic applications 2. Austenite Ni-Ti wires subjected to tension 167
Damage and loss assessment of pre-70 RC frame buildings with fema p-58: A case study 166
Experimental and numerical studies on the cyclic behavior of R/C hollow bridge piers with corroded rebars 165
JET-PACS project: Dynamic Test on Steel Frame Equipped with Hysteretic Energy Dissipating Bracing System 164
Comparison of Different Passive Control Systems for R/C Frames through Shaking Table Tests 164
Comparison of Shaking Table And Pseudodynamic Test on a Base Isolated R/C Structure 164
Estimating direct and indirect losses due to earthquake damage in residential RC buildings 164
Seismic Response of Simply Supported Deck Bridges with Auxiliary Superelastic Devices 161
The behaviour of SMA isolation systems based on a full-scale release test 161
ESTIMATION OF STOCHASTIC DAMPING REDUCTION FACTOR USING MONTE CARLO SIMULATION AND ARTIFICIAL NEURAL NETWORK METHOD 160
Pseudodynamic and cyclic tests on reduced-scale pier-deck sub-systems 159
Direct Displacement-Based Assessment of bridges: a case study 158
Shaking Table Tests of the Smart Restorable Sliding Base Isolation System (SRSBIS) 157
Experimental behaviour of R/C frames retrofitted with dissipating and re-centring braces 157
Direct displacement-based seismic assessment of multi-span simply supported deck bridges 156
Frictional behavior of steel-PTFE interfaces for seismic isolation 156
Finite element model updating of base-isolated buildings using experimental results of in-situ tests 155
Experimental Evaluation of the Critical Load of Slender Elastomeric Seismic Isolators 154
Progetto di edifici con isolamento sismico 153
Developing Solutions Based on Shape Memory Alloys for Historical Constructions 152
MANSIDE PROJECT: Tests on U-shaped 6.7mm diameter martensite Ni-Ti cylindrical bars and analysis of results 151
Experimental Evaluation of a Device Prototype Based on Shape Memory Alloys for the retrofit of historical buildings 151
Seismic Isolation of Bridges Using Isolation Systems based on Flat Sliding Bearings 149
DISPOSITIVO SMA APPLICABILE IN EDILIZIA A STRUTTURE SPINGENTI AGENTE CONTEMPORANEAMENTE CONTRO EFFETTI TERMICI E SISMICI 149
Lateral Force Distributions for the Linear Static Analysis of Base-Isolated Buildings 149
Mechanical behaviour of shape memory alloys for seismic applications 1. Martensite and austenite NiTi bars subjected to torsion 149
Theoretical and experimental studies for the application of shape memory alloys in civil engineering 149
Advantages and problems of seismic isolation for systems and equipments 148
Comparison of different passive control techniques through shaking table tests 148
Seismic Risk Management of Highway Bridges 147
Inelastic Response of Seismically Isolated Structures 147
Effects of damping uncertainties on damping reduction factors 147
Analysis of Dynamic Behaviour of a Base Isolated Building: a Release Test in Augusta (SR), Italy 145
Effects of Damping Uncertainties on Damping Reduction Factors 145
Prioritization and seismic risk assessment of bridges 144
A displacement-based design procedure for buildings with seismic isolation 143
Shaking Table Tests of Structures with Conventional and SMA Based Protection Devices 143
TREMA Project: Experimental evaluation of the seismic performance of a R/C ¼ scaled model upgraded with seismic isolation 142
Nonlinear Static Methods for the Prediction of the Seismic Response of R/C Framed Structures 140
Experimental Evaluation of Seismic Forces in Base-Isolated Buildings 140
Caratterizzazione sperimentale delle leghe a memoria i forma, realizzazione e sperimentazione di dispositivi di controllo passivo delle vibrazioni di grandi strutture civili ed industriali ed analisi di applicabilità 138
Developing simplified procedures for the estimation of expected annual loss of rc frame buildings 138
Experimental comparison between conventional and innovative base isolation systems on a 1:2.5 scaled reinforced concrete frame 135
Totale 17.435
Salva come PNG Salva come JPEG
Categoria #
all - tutte 121.669
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 121.669
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.677 100 322 259 83 72 59 56 130 98 43 87 368
2022/20231.954 278 4 16 249 286 325 4 196 384 44 113 55
2023/20241.080 103 39 112 45 77 153 42 65 244 20 21 159
2024/20252.660 113 86 468 91 132 69 365 360 391 61 292 232
2025/20267.078 337 549 437 791 852 581 1.279 254 506 766 616 110
2026/202755 55 0 0 0 0 0 0 0 0 0 0 0
Totale 28.750