IRIS
DITOMMASO, ROCCO
 Distribuzione geografica
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Continente #
NA - Nord America 7.511
EU - Europa 3.750
AS - Asia 2.809
SA - Sud America 227
AF - Africa 47
OC - Oceania 9
Continente sconosciuto - Info sul continente non disponibili 6
Totale 14.359
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Nazione #
US - Stati Uniti d'America 7.276
CN - Cina 1.174
DE - Germania 1.077
SG - Singapore 716
UA - Ucraina 661
IT - Italia 505
VN - Vietnam 482
RU - Federazione Russa 458
GB - Regno Unito 261
HK - Hong Kong 250
SE - Svezia 227
CA - Canada 199
BR - Brasile 179
FI - Finlandia 148
FR - Francia 107
IE - Irlanda 64
AT - Austria 59
CZ - Repubblica Ceca 58
IN - India 40
MX - Messico 31
TR - Turchia 31
NL - Olanda 30
PL - Polonia 26
ZA - Sudafrica 24
JP - Giappone 20
BE - Belgio 18
GR - Grecia 18
AR - Argentina 15
PH - Filippine 15
BD - Bangladesh 13
EC - Ecuador 13
ES - Italia 11
AU - Australia 8
ID - Indonesia 8
PK - Pakistan 7
SA - Arabia Saudita 7
CO - Colombia 6
EU - Europa 6
IQ - Iraq 6
AZ - Azerbaigian 5
DZ - Algeria 5
EG - Egitto 5
MY - Malesia 5
RO - Romania 5
VE - Venezuela 5
CH - Svizzera 4
IR - Iran 4
NP - Nepal 4
TH - Thailandia 4
TN - Tunisia 4
AL - Albania 3
KR - Corea 3
LT - Lituania 3
PY - Paraguay 3
AE - Emirati Arabi Uniti 2
ET - Etiopia 2
HT - Haiti 2
HU - Ungheria 2
IL - Israele 2
KE - Kenya 2
KZ - Kazakistan 2
LY - Libia 2
PE - Perù 2
TJ - Tagikistan 2
UY - Uruguay 2
UZ - Uzbekistan 2
AF - Afghanistan, Repubblica islamica di 1
BS - Bahamas 1
CI - Costa d'Avorio 1
CL - Cile 1
FK - Isole Falkland (Malvinas) 1
IM - Isola di Man 1
JO - Giordania 1
LB - Libano 1
LK - Sri Lanka 1
LU - Lussemburgo 1
PA - Panama 1
PT - Portogallo 1
PW - Palau 1
RS - Serbia 1
RW - Ruanda 1
SK - Slovacchia (Repubblica Slovacca) 1
SN - Senegal 1
TT - Trinidad e Tobago 1
TW - Taiwan 1
Totale 14.359
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Città #
Woodbridge 723
Ann Arbor 703
Jacksonville 577
Ashburn 514
Chandler 488
Dallas 421
Fairfield 418
Houston 414
Beijing 366
Dong Ket 336
Boardman 274
Singapore 261
Nanjing 254
Hong Kong 241
The Dalles 198
Wilmington 198
Seattle 170
Toronto 157
Cambridge 136
Los Angeles 131
New York 124
Nanchang 101
Princeton 99
Kent 97
Milan 83
Ogden 82
Dublin 62
Vienna 56
Buffalo 55
Centro 55
Ho Chi Minh City 55
Helsinki 50
Munich 47
Kunming 42
Santa Clara 42
Tianjin 42
Nürnberg 37
Brno 34
Hanoi 34
Shenyang 33
Moscow 31
London 28
Hebei 27
San Francisco 25
Changsha 24
Frankfurt am Main 24
Olomouc 24
Amsterdam 22
Montreal 22
Denver 21
Rome 21
Johannesburg 19
Shanghai 19
Brussels 18
Jiaxing 18
São Paulo 18
Changchun 17
Mexico City 16
Warsaw 16
Chennai 15
Hangzhou 15
Bari 14
Chicago 14
Council Bluffs 14
San Diego 14
Guangzhou 13
Tokyo 13
Atlanta 12
Boston 12
Dearborn 12
Manchester 12
Orem 12
Ottawa 12
Tagbilaran 12
Ankara 11
Brooklyn 11
Lanzhou 11
Verona 11
Phoenix 10
Des Moines 9
Thessaloniki 9
Jinan 8
Ningbo 8
Poplar 8
Shenzhen 8
Turku 8
Zhengzhou 8
Biên Hòa 7
Haiphong 7
Kocaeli 7
Redwood City 7
Strasbourg 7
Venezia 7
Auburn Hills 6
Berlin 6
Castel Volturno 6
Charlotte 6
Falkenstein 6
Melbourne 6
Pizzoli 6
Totale 9.020
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Nome #
A Fast Method for Structural Health Monitoring of Italian Reinforced Concrete Strategic Buildings 264
Damage detection on framed structures: modal curvature evaluation using Stockwell Transform under seismic excitation 254
Far field damage on RC buildings: the case study of Navelli during the L’Aquila (Italy) seismic sequence, 2009 221
Peculiar earthquake damage on a reinforced concrete building in San Gregorio (L'Aquila, Italy): site effects or building defects? 220
Frequency variation in site response as observed from strong motion data of the L'Aquila (2009) seismic sequence 218
Analysis of non-stationary structural systems by using a band-variable filter 218
Damage detection on Reinforced Concrete Framed Structures using a band-variable filter 212
A procedure for damage detection and localization of framed buildings based on curvature variation 208
Numerical and experimental analyses of the modal characteristics of framed structures subjected to earthquakes 199
Effect of a single vibrating building on free-field ground motion: numerical and experimental evidences 198
Vulnerabilità Sismica dei ponti in c.a.: studio del ponte “Musmeci” a Potenza 198
A Simplified Method for a Fast Structural Health Monitoring: methodology and preliminary numerical results 195
Analyses of the seismic actions recorded during the 2016 central Italy seismic sequence: observed vs code provision values 190
A Fast Method for Structural Health Monitoring of Strategic Buildings 186
Monitoring the structural dynamic response of a masonry tower: Comparing classical and time-frequency analyses 185
Damage assessment on framed structures through regression models retrieved by nonlinear numerical analyses 181
Numerical investigation on the effects of non-structural components on the elastic fundamental period of buildings 179
A Fast Method for Structural Health Monitoring of Strategic Buildings 178
Framed Structures: Detection of Building Torsional Modes Using a Simplified Experimental Approach 177
Analisi dinamiche non lineari per la validazione di un metodo speditivo per il monitoraggio sismico di edifici esistenti in c.a. 175
Monitoring the response and the back-radiated energy of a building subjected to ambient vibration and impulsive action: the Falkenhof Tower (Potsdam, Germany) 168
Evaluation and considerations about fundamental periods of damaged reinforced concrete buildings 167
Localization of damage occurred on framed structures: analysis of the geometric characteristics of the fundamental mode shape. 167
Effect of vibrating buildings on ‘free-field’ accelerometric recordings: from the Bagnoli experiment to many-buildings simulation 166
The Interpolation Evolution Method for damage localization in structures under seismic excitation 164
Automatic evaluation of the fundamental frequency variations and related damping factor of reinforced concrete framed structures using the Short Time Impulse Response Function (STIRF) 162
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. 162
Real time monitoring of structures in task force missions: The example of the Mw = 6.3 Central Italy Earthquake, April 6, 2009 157
Experimental damage localization in a full-scale 7 story benchmark building under seismic excitation 157
Dynamic survey of the Musmeci Bridge by joint application of Ground-Based Microwave Radar Interferometry and Ambient Noise Standard Spectral Ratio techniques 155
Analysis of dynamic behaviour of a base isolated building: a release test in Augusta (SI), Italy. 154
Quante cause per il crollo di un edificio? Un esempio da San Gregorio (AQ) 152
Joint application of non-invasive techniques to characterize the dynamic behaviuor of engineering structures. 151
Damage localization on Reinforced Concrete Structures 151
Wireless technologies for the monitoring of strategic civil infrastructures: an ambient vibration test on the Fatih Sultan Mehmet Suspension Bridge in Istanbul, Turkey. 151
Testing a new procedure for damage detection on framed structures subjected to strong motion earthquakes 151
Fundamental period of Italian reinforced concrete buildings: comparison between numerical, experimental and Italian code simplified values. 151
Analysis of structural seismic behaviour: from non stationary to non linear effects 147
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 146
On the modal characteristics of damaging structures subjected to earthquakes. 145
Effect of non-structural elements on the dynamic behaviour of moment-resisting framed structures. 144
Analisi numeriche e sperimentali per la valutazione degli effetti del terreno e degli elementi non strutturali sui parametri modali di strutture in calcestruzzo armato 143
Il crollo anomalo di un edificio a San Gregorio (AQ): ulteriori evidenze a supporto del ruolo degli effetti di sito 141
Effect of building-building interaction on "free-field" ground motion 140
Interferometric Analysis of Strong Ground Motion for Structural Health Monitoring: The Example of the L’Aquila, Italy, Seismic Sequence of 2009 137
Identification of building rotational modes using an ambient vibration technique 133
Damage level vs fundamental frequencies of damaged RC buildings 133
JET-PACS project: comparison of several energy dissipation bracing systems 130
S-Transform: A Band-Variable Filter to Extract the Nonlinear Dynamic Behaviour of Soil and Structures. 128
Analysis of Dynamic Behaviour of a Base Isolated Building: a Release Test in Augusta (SR), Italy 128
Un approccio speditivo per lalocalizzazione del danno su strutture intelaiate in cemento armato. 128
Analysis of the experimental behavior of a based isolated building during a release test 128
Joint application of non-invasive techniques to characterize the dynamic behaviuor of engineering structures. 127
Peak and integral seismic parameters of L’Aquila 2009 ground motions: observed vs code provision values 126
ELECTROMAGNETIC SENSING TECHNIQUES FOR CIVIL ENGINEERING STRUCTURES NON DESTRUCTIVE DIAGNOSTICS 126
Una riflessione critica sull’utilizzo della formulazione semplificata per la valutazione del periodo fondamentale di strutture in c.a. 126
SENSOR DISTRIBUTION ON A MONITORED STRUCTURE: OPTIMIZATION OF A PROCEDURE FOR DAMAGE DETECTION AND LOCALIZATION 123
S-Transform based filter applied to the analysis of non-linear dynamic behaviour of soil and buildings 121
Structural Health Monitoring of Reinforced Concrete Structures using Nonlinear Interferometric Analysis 120
Un approccio semplificato per la localizzazione del danno su strutture in cemento armato basato sulla Trasformata di Stockwell 119
Interazione dinamica tra moto ondoso e falesia lungo la costa di Polignano a Mare (Puglia). 117
Comparison of the performance of two different approaches for damage detection on framed structures 115
Valutazione delle resistenza a compressione del calcestruzzo mediante misure di velocità di onde acustiche 113
Un Metodo Speditivo per il Monitoraggio di Edifici Strategici in Zona Sismica 112
Evaluation of the concrete characteristics by measurements of sonic wave velocity 108
S-Transform based filter applied to the analysis of non-linear dynamic behaviour of soil and buildings 108
Experimental measurement of fundamental periods of damaged R.C. buildings 103
Prestazioni Sismiche degli edifici: un metodo di primo livello per la localizzazione del danno su strutture intelaiate in c.a. 101
Preliminary analysis of the dynamic behavior of two strategic buildings subjected to the 2016 central italy earthquake 101
An integrated approach for structural behavior characterization of the Gravina Bridge (Matera, Southern Italy) 100
Structural Health Monitoring (SHM) by a wireless mesh network of accelerometers: the example of L’Aquila (Italy) seismic sequence, 2009. 98
Validating of a new procedure for damage localization using shaking table tests on a 1:15 scaled structure 98
JET-PACS project: Joint Experimental Testing on Passive and Semiactive Control Systems 97
Progetto JET-PACS: Joint Experimental Testing on Passive and semiActive Control Systems 97
SEISMIC RESPONSE OF STRUCTURES: FROM NON-STATIONARY TO NON-LINEAR EFFECTS 96
Sistema terreno-struttura: variazione dell’influenza del moto degli edifici sulle vibrazioni in campo libero al variare delle caratteristiche della forzante 95
The Seismic Performance of a Post-tensioned LVL Building During the 2011 Canterbury Earthquake Sequence 95
Non-Stationary vs. Nonlinear Effects Recorded During Earthquakes on Monitored Buildings. 93
Seismic performance of a post-tensioned LVL building subjected to the Canterbury earthquake sequence. 90
An advanced approach to the long term SHM of structures and transport infrastructures 88
Interventions for out-of-plane failure mechanisms prevention of existing masonry buildings 85
Sistema terreno-struttura: variazione dell'influenza del moto degli edifici sulle vibrazioni in campo libero al variare delle caratteristiche della forzante 84
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 84
RISPOSTA SISMICA DELLE STRUTTURE: DALLA NON STAZIONARIETÀ ALLA NON LINEARITÀ APPARENTE 83
Misure di velocità di onde acustiche in elementi in calcestruzzo armato 82
Damage Detection and Localization on Real Structures Subjected to Strong Motion Earthquakes Using the Curvature Evolution Method: The Navelli (Italy) Case Study 79
JETPACS Project: Joint Experimental Testing on Passive and semiActive Control Systems 77
Indagini speditive di identificazione dinamica per l'individuazione di zone critiche delle caratteristiche del calcestruzzo in edifici esistenti in c.a. 76
Monitoring the Seismic Performance of a Post-Tensioned LVL Building During the 2011 Canterbury Earthquake Sequence. 75
Dall'esperimento di Bagnoli alla città virtuale: influenza delle vibrazioni indotte da edifici sull'accelerazione in campo libero. 75
Il terremoto di L’Aquila del 2009: analisi delle registrazioni accelerometriche e confronto con le azioni sismiche previste nelle NTC 2008 74
Una procedura speditiva di identificazione dinamica per l’individuazione di zone di criticità delle caratteristiche del calcestruzzo in edifici in c.a. esistenti 74
Effetti dell’irregolarità strutturale e dell’interazione dinamica terreno-struttura: tre casi studio 74
Advanced Video-Based Processing for Low-Cost Damage Assessment of Buildings under Seismic Loading in Shaking Table Tests 73
Advanced Research in Seismic Resilience of Structures and Infrastructures 70
Identificazione dei modi rotazionali degli edifici mediante tecniche di misura di vibrazione ambientale 70
Comparison of fundamental natural period of masonry and reinforced concrete buildings retrieved from experimental campaigns performed in Italy 68
Short Time Impulse Response Function (STIRF) for automatic evaluation of the variation of the dynamic parameters for reinforced concrete framed structures during strong earthquakes. 68
Sistemi a comportamento non lineare: un filtro a banda variabile per l'estrazione delle caratteristiche dinamiche durante la fase transiente. 68
Experimental evaluation of natural period of masonry and reinforced concrete structures during operative conditions 66
Totale 13.311
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Categoria #
all - tutte 63.924
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 63.924
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.018 0 0 0 0 0 138 41 105 34 171 142 387
2021/2022864 47 112 146 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
2025/20262.446 262 239 427 649 712 157 0 0 0 0 0 0
Totale 14.786