IRIS
DITOMMASO, ROCCO
 Distribuzione geografica
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Continente #
NA - Nord America 9.431
EU - Europa 4.284
AS - Asia 3.327
Continente sconosciuto - Info sul continente non disponibili 457
SA - Sud America 274
AF - Africa 69
OC - Oceania 13
Totale 17.855
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Nazione #
US - Stati Uniti d'America 9.147
CN - Cina 1.295
DE - Germania 1.097
SG - Singapore 838
UA - Ucraina 667
IT - Italia 653
RU - Federazione Russa 620
VN - Vietnam 558
GB - Regno Unito 290
HK - Hong Kong 288
FR - Francia 230
SE - Svezia 229
CA - Canada 227
BR - Brasile 207
FI - Finlandia 167
BD - Bangladesh 90
IN - India 72
IE - Irlanda 64
AT - Austria 60
CZ - Repubblica Ceca 58
NL - Olanda 38
TR - Turchia 38
MX - Messico 36
PL - Polonia 31
ZA - Sudafrica 29
JP - Giappone 22
AR - Argentina 20
BE - Belgio 18
GR - Grecia 18
IQ - Iraq 17
PH - Filippine 17
EC - Ecuador 14
ES - Italia 12
CO - Colombia 11
ID - Indonesia 11
AU - Australia 10
KR - Corea 9
SA - Arabia Saudita 9
PK - Pakistan 8
VE - Venezuela 7
DZ - Algeria 6
EU - Europa 6
IR - Iran 6
MY - Malesia 6
TN - Tunisia 6
AE - Emirati Arabi Uniti 5
AZ - Azerbaigian 5
CR - Costa Rica 5
EG - Egitto 5
KE - Kenya 5
LT - Lituania 5
NP - Nepal 5
PY - Paraguay 5
RO - Romania 5
UZ - Uzbekistan 5
CH - Svizzera 4
ET - Etiopia 4
IL - Israele 4
KZ - Kazakistan 4
PT - Portogallo 4
SN - Senegal 4
TH - Thailandia 4
AL - Albania 3
CL - Cile 3
JM - Giamaica 3
PE - Perù 3
SC - Seychelles 3
UY - Uruguay 3
AO - Angola 2
BG - Bulgaria 2
HT - Haiti 2
HU - Ungheria 2
JO - Giordania 2
LB - Libano 2
LY - Libia 2
NZ - Nuova Zelanda 2
PA - Panama 2
SK - Slovacchia (Repubblica Slovacca) 2
SV - El Salvador 2
TJ - Tagikistan 2
AF - Afghanistan, Repubblica islamica di 1
BS - Bahamas 1
BW - Botswana 1
CI - Costa d'Avorio 1
DO - Repubblica Dominicana 1
FK - Isole Falkland (Malvinas) 1
GD - Grenada 1
HN - Honduras 1
IM - Isola di Man 1
KW - Kuwait 1
LK - Sri Lanka 1
LU - Lussemburgo 1
MD - Moldavia 1
ME - Montenegro 1
NI - Nicaragua 1
PR - Porto Rico 1
PW - Palau 1
RS - Serbia 1
RW - Ruanda 1
SY - Repubblica araba siriana 1
Totale 17.402
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Città #
Ashburn 782
Woodbridge 723
Ann Arbor 703
San Jose 682
Jacksonville 578
Chandler 488
Dallas 438
Fairfield 418
Houston 418
Beijing 397
Council Bluffs 380
Dong Ket 336
Singapore 287
Boardman 277
Hong Kong 276
Nanjing 254
The Dalles 208
Wilmington 199
Seattle 171
Toronto 161
Los Angeles 148
New York 141
Cambridge 136
Lauterbourg 118
Nanchang 101
Princeton 99
Kent 97
Moscow 93
Milan 92
Ogden 82
Ho Chi Minh City 75
Helsinki 69
Buffalo 65
Chicago 64
Dublin 62
Santa Clara 60
Vienna 56
Centro 55
Hanoi 51
Munich 48
Kunming 42
Rome 42
Tianjin 42
Orem 41
Nürnberg 37
Brno 34
London 34
Montreal 34
Chennai 33
Shenyang 33
Frankfurt am Main 31
San Francisco 30
Amsterdam 28
Hebei 27
Changsha 25
Olomouc 24
Denver 22
Shanghai 22
Atlanta 21
Bari 21
Johannesburg 21
Manchester 21
São Paulo 20
Brussels 18
Jiaxing 18
Mexico City 18
Warsaw 18
Brooklyn 17
Changchun 17
Hangzhou 17
Guangzhou 16
Ankara 15
San Diego 15
Tokyo 15
Boston 14
Palermo 14
Phoenix 14
Dearborn 12
Ottawa 12
Tagbilaran 12
Haiphong 11
Lanzhou 11
Verona 11
Poplar 10
Shenzhen 10
Des Moines 9
Dhaka 9
Mumbai 9
Naples 9
Thessaloniki 9
Basingstoke 8
Biên Hòa 8
Charlotte 8
Jinan 8
Melbourne 8
Ningbo 8
Nuremberg 8
San Giorgio del Sannio 8
Stockholm 8
Turku 8
Totale 11.013
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Nome #
Peak and integral seismic parameters of L’Aquila 2009 ground motions: observed vs code provision values 288
A Fast Method for Structural Health Monitoring of Italian Reinforced Concrete Strategic Buildings 281
Damage detection on framed structures: modal curvature evaluation using Stockwell Transform under seismic excitation 279
Analysis of non-stationary structural systems by using a band-variable filter 255
Far field damage on RC buildings: the case study of Navelli during the L’Aquila (Italy) seismic sequence, 2009 245
Damage detection on Reinforced Concrete Framed Structures using a band-variable filter 244
Frequency variation in site response as observed from strong motion data of the L'Aquila (2009) seismic sequence 241
Peculiar earthquake damage on a reinforced concrete building in San Gregorio (L'Aquila, Italy): site effects or building defects? 234
A procedure for damage detection and localization of framed buildings based on curvature variation 231
Vulnerabilità Sismica dei ponti in c.a.: studio del ponte “Musmeci” a Potenza 229
Numerical and experimental analyses of the modal characteristics of framed structures subjected to earthquakes 215
Analyses of the seismic actions recorded during the 2016 central Italy seismic sequence: observed vs code provision values 214
Effect of a single vibrating building on free-field ground motion: numerical and experimental evidences 211
A Simplified Method for a Fast Structural Health Monitoring: methodology and preliminary numerical results 210
A Fast Method for Structural Health Monitoring of Strategic Buildings 209
Damage assessment on framed structures through regression models retrieved by nonlinear numerical analyses 209
Analisi dinamiche non lineari per la validazione di un metodo speditivo per il monitoraggio sismico di edifici esistenti in c.a. 207
Framed Structures: Detection of Building Torsional Modes Using a Simplified Experimental Approach 203
Monitoring the structural dynamic response of a masonry tower: Comparing classical and time-frequency analyses 199
A Fast Method for Structural Health Monitoring of Strategic Buildings 197
Numerical investigation on the effects of non-structural components on the elastic fundamental period of buildings 190
Localization of damage occurred on framed structures: analysis of the geometric characteristics of the fundamental mode shape. 189
Effect of vibrating buildings on ‘free-field’ accelerometric recordings: from the Bagnoli experiment to many-buildings simulation 188
Analisi numeriche non lineari per la calibrazione di una metodologia speditiva per la localizzazione e la valutazione del danno su strutture intelaiate in cemento armato. 188
Evaluation and considerations about fundamental periods of damaged reinforced concrete buildings 186
Monitoring the response and the back-radiated energy of a building subjected to ambient vibration and impulsive action: the Falkenhof Tower (Potsdam, Germany) 182
Analysis of structural seismic behaviour: from non stationary to non linear effects 182
Real time monitoring of structures in task force missions: The example of the Mw = 6.3 Central Italy Earthquake, April 6, 2009 180
The Interpolation Evolution Method for damage localization in structures under seismic excitation 180
Experimental damage localization in a full-scale 7 story benchmark building under seismic excitation 176
Automatic evaluation of the fundamental frequency variations and related damping factor of reinforced concrete framed structures using the Short Time Impulse Response Function (STIRF) 175
Quante cause per il crollo di un edificio? Un esempio da San Gregorio (AQ) 174
On the modal characteristics of damaging structures subjected to earthquakes. 173
Joint application of non-invasive techniques to characterize the dynamic behaviuor of engineering structures. 172
Fundamental period of Italian reinforced concrete buildings: comparison between numerical, experimental and Italian code simplified values. 172
Analysis of dynamic behaviour of a base isolated building: a release test in Augusta (SI), Italy. 171
Damage localization on Reinforced Concrete Structures 170
Dynamic survey of the Musmeci Bridge by joint application of Ground-Based Microwave Radar Interferometry and Ambient Noise Standard Spectral Ratio techniques 167
Testing a new procedure for damage detection on framed structures subjected to strong motion earthquakes 165
Effect of non-structural elements on the dynamic behaviour of moment-resisting framed structures. 164
Interpolation evolution method: analysis of the influence of higher modes retrieved from nonlinear numerical analyses performed on two different models of reinforced concrete framed structures 164
Wireless technologies for the monitoring of strategic civil infrastructures: an ambient vibration test on the Fatih Sultan Mehmet Suspension Bridge in Istanbul, Turkey. 163
Analisi numeriche e sperimentali per la valutazione degli effetti del terreno e degli elementi non strutturali sui parametri modali di strutture in calcestruzzo armato 162
Il crollo anomalo di un edificio a San Gregorio (AQ): ulteriori evidenze a supporto del ruolo degli effetti di sito 155
Effect of building-building interaction on "free-field" ground motion 153
Identification of building rotational modes using an ambient vibration technique 152
SENSOR DISTRIBUTION ON A MONITORED STRUCTURE: OPTIMIZATION OF A PROCEDURE FOR DAMAGE DETECTION AND LOCALIZATION 152
Interferometric Analysis of Strong Ground Motion for Structural Health Monitoring: The Example of the L’Aquila, Italy, Seismic Sequence of 2009 150
JET-PACS project: comparison of several energy dissipation bracing systems 149
SEISMIC RESPONSE OF STRUCTURES: FROM NON-STATIONARY TO NON-LINEAR EFFECTS 148
Una riflessione critica sull’utilizzo della formulazione semplificata per la valutazione del periodo fondamentale di strutture in c.a. 148
Un approccio speditivo per lalocalizzazione del danno su strutture intelaiate in cemento armato. 148
ELECTROMAGNETIC SENSING TECHNIQUES FOR CIVIL ENGINEERING STRUCTURES NON DESTRUCTIVE DIAGNOSTICS 147
S-Transform: A Band-Variable Filter to Extract the Nonlinear Dynamic Behaviour of Soil and Structures. 147
Damage level vs fundamental frequencies of damaged RC buildings 147
Analysis of Dynamic Behaviour of a Base Isolated Building: a Release Test in Augusta (SR), Italy 147
Analysis of the experimental behavior of a based isolated building during a release test 147
Interazione dinamica tra moto ondoso e falesia lungo la costa di Polignano a Mare (Puglia). 141
Un approccio semplificato per la localizzazione del danno su strutture in cemento armato basato sulla Trasformata di Stockwell 140
Joint application of non-invasive techniques to characterize the dynamic behaviuor of engineering structures. 139
JET-PACS project: Joint Experimental Testing on Passive and Semiactive Control Systems 138
Comparison of the performance of two different approaches for damage detection on framed structures 137
Structural Health Monitoring of Reinforced Concrete Structures using Nonlinear Interferometric Analysis 136
S-Transform based filter applied to the analysis of non-linear dynamic behaviour of soil and buildings 134
Valutazione delle resistenza a compressione del calcestruzzo mediante misure di velocità di onde acustiche 131
Evaluation of the concrete characteristics by measurements of sonic wave velocity 130
Un Metodo Speditivo per il Monitoraggio di Edifici Strategici in Zona Sismica 127
S-Transform based filter applied to the analysis of non-linear dynamic behaviour of soil and buildings 125
An integrated approach for structural behavior characterization of the Gravina Bridge (Matera, Southern Italy) 124
Prestazioni Sismiche degli edifici: un metodo di primo livello per la localizzazione del danno su strutture intelaiate in c.a. 121
Preliminary analysis of the dynamic behavior of two strategic buildings subjected to the 2016 central italy earthquake 120
Interventions for out-of-plane failure mechanisms prevention of existing masonry buildings 118
An advanced approach to the long term SHM of structures and transport infrastructures 116
Progetto JET-PACS: Joint Experimental Testing on Passive and semiActive Control Systems 115
The Seismic Performance of a Post-tensioned LVL Building During the 2011 Canterbury Earthquake Sequence 114
Validating of a new procedure for damage localization using shaking table tests on a 1:15 scaled structure 112
Non-Stationary vs. Nonlinear Effects Recorded During Earthquakes on Monitored Buildings. 112
Experimental measurement of fundamental periods of damaged R.C. buildings 111
Sistema terreno-struttura: variazione dell’influenza del moto degli edifici sulle vibrazioni in campo libero al variare delle caratteristiche della forzante 109
Structural Health Monitoring (SHM) by a wireless mesh network of accelerometers: the example of L’Aquila (Italy) seismic sequence, 2009. 109
Seismic performance of a post-tensioned LVL building subjected to the Canterbury earthquake sequence. 108
REINFORCED CONCRETE FRAMED STRUCTURES: NUMERICAL VALIDATION OF TWO PHYSICAL MODELS CAPABLE TO CONSIDER THE STIFFNESS CONTRIBUTION OF INFILL PANELS ON FRAMED STRUCTURES IN OPERATIVE CONDITIONS 107
Advanced Video-Based Processing for Low-Cost Damage Assessment of Buildings under Seismic Loading in Shaking Table Tests 104
Misure di velocità di onde acustiche in elementi in calcestruzzo armato 103
RISPOSTA SISMICA DELLE STRUTTURE: DALLA NON STAZIONARIETÀ ALLA NON LINEARITÀ APPARENTE 100
Damage Detection and Localization on Real Structures Subjected to Strong Motion Earthquakes Using the Curvature Evolution Method: The Navelli (Italy) Case Study 97
Sistema terreno-struttura: variazione dell'influenza del moto degli edifici sulle vibrazioni in campo libero al variare delle caratteristiche della forzante 96
Shake-table tests for seismic performance assessment of glass-aluminium partition walls with viscoelastic dissipative devices 95
Indagini speditive di identificazione dinamica per l'individuazione di zone critiche delle caratteristiche del calcestruzzo in edifici esistenti in c.a. 94
JETPACS Project: Joint Experimental Testing on Passive and semiActive Control Systems 94
Advanced Research in Seismic Resilience of Structures and Infrastructures 93
Comparison of fundamental natural period of masonry and reinforced concrete buildings retrieved from experimental campaigns performed in Italy 93
Damage detection and quantification using mode curvature variation on framed structures: analysis of the preliminary results 93
Experimental evaluation of natural period of masonry and reinforced concrete structures during operative conditions 92
Identificazione dei modi rotazionali degli edifici mediante tecniche di misura di vibrazione ambientale 92
Dall'esperimento di Bagnoli alla città virtuale: influenza delle vibrazioni indotte da edifici sull'accelerazione in campo libero. 92
Una procedura speditiva di identificazione dinamica per l’individuazione di zone di criticità delle caratteristiche del calcestruzzo in edifici in c.a. esistenti 91
Monitoring the Seismic Performance of a Post-Tensioned LVL Building During the 2011 Canterbury Earthquake Sequence. 91
An automatic damage detection algorithm based on the Short Time Impulse Response Function. 90
Vertical Ground-Motion Effects in Base-Isolated Buildings: Preliminary Observations from Twin Fixed-Base and Base-Isolated Structures During the 18 March 2025 Potenza Sequence 89
Totale 15.497
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Categoria #
all - tutte 76.505
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 76.505
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022817 0 112 146 80 46 21 25 64 48 17 61 197
2022/20231.194 142 1 6 185 130 212 1 107 278 25 75 32
2023/2024872 59 22 55 19 46 103 70 66 173 20 21 218
2024/20251.710 89 68 270 61 93 74 210 112 244 21 230 238
2025/20265.091 262 239 427 649 712 429 776 155 344 518 464 116
2026/2027424 268 156 0 0 0 0 0 0 0 0 0 0
Totale 17.855