IRIS
DITOMMASO, ROCCO
 Distribuzione geografica
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Continente #
NA - Nord America 5.573
EU - Europa 3.146
AS - Asia 1.234
SA - Sud America 11
AF - Africa 9
OC - Oceania 8
Continente sconosciuto - Info sul continente non disponibili 6
Totale 9.987
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Nazione #
US - Stati Uniti d'America 5.412
DE - Germania 992
CN - Cina 778
UA - Ucraina 657
IT - Italia 373
VN - Vietnam 338
RU - Federazione Russa 336
SE - Svezia 221
GB - Regno Unito 206
CA - Canada 161
FI - Finlandia 122
FR - Francia 73
IE - Irlanda 61
AT - Austria 53
HK - Hong Kong 48
TR - Turchia 18
BE - Belgio 16
GR - Grecia 16
IN - India 13
PH - Filippine 13
AU - Australia 8
EU - Europa 6
PL - Polonia 6
RO - Romania 5
JP - Giappone 4
NL - Olanda 4
SA - Arabia Saudita 4
BR - Brasile 3
DZ - Algeria 3
EC - Ecuador 3
EG - Egitto 3
ID - Indonesia 3
IR - Iran 3
NP - Nepal 3
AZ - Azerbaigian 2
HU - Ungheria 2
KR - Corea 2
PE - Perù 2
TH - Thailandia 2
VE - Venezuela 2
BD - Bangladesh 1
ES - Italia 1
FK - Isole Falkland (Malvinas) 1
IM - Isola di Man 1
LY - Libia 1
MY - Malesia 1
PK - Pakistan 1
SK - Slovacchia (Repubblica Slovacca) 1
TN - Tunisia 1
ZA - Sudafrica 1
Totale 9.987
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Città #
Woodbridge 723
Ann Arbor 703
Jacksonville 576
Chandler 488
Fairfield 418
Houston 407
Dong Ket 336
Ashburn 283
Nanjing 251
Wilmington 198
Seattle 163
Beijing 151
Toronto 149
Cambridge 136
Nanchang 101
Princeton 99
New York 85
Ogden 82
Boardman 78
Dublin 60
Centro 55
Vienna 53
Hong Kong 46
Tianjin 41
Kunming 40
Nürnberg 37
Helsinki 34
Shenyang 33
Milan 30
Hebei 27
Changsha 21
Jiaxing 18
Changchun 17
Brussels 16
Rome 15
San Diego 14
San Francisco 14
Hangzhou 13
Dearborn 12
Los Angeles 12
Tagbilaran 12
Frankfurt am Main 11
Lanzhou 11
London 11
Verona 11
Ottawa 10
Des Moines 9
Thessaloniki 9
Bari 7
Guangzhou 7
Jinan 7
Kocaeli 7
Ningbo 7
Redwood City 7
Strasbourg 7
Venezia 7
Auburn Hills 6
Castel Volturno 6
Melbourne 6
Pizzoli 6
Zhengzhou 6
Indiana 5
Komotini 5
Napoli 5
Norwalk 5
Shanghai 5
Shenzhen 5
Avezzano 4
Berlin 4
Borås 4
Cisternino 4
Islington 4
Kraków 4
Molfetta 4
Riyadh 4
Trieste 4
Bellevue 3
Fuzhou 3
Hanover 3
Prescot 3
Ruffano 3
Santa Clara 3
Trepuzzi 3
Venice 3
Avigliano 2
Bangkok 2
Budapest 2
Calvello 2
Capaccio 2
Catania 2
Chieti 2
Hanoi 2
Hefei 2
Hounslow 2
Kilburn 2
Latacunga 2
Lima 2
Lincoln 2
Modugno 2
Montichiari 2
Totale 6.327
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Nome #
Damage detection on framed structures: modal curvature evaluation using Stockwell Transform under seismic excitation 212
A Fast Method for Structural Health Monitoring of Italian Reinforced Concrete Strategic Buildings 202
Far field damage on RC buildings: the case study of Navelli during the L’Aquila (Italy) seismic sequence, 2009 185
Frequency variation in site response as observed from strong motion data of the L'Aquila (2009) seismic sequence 183
Peculiar earthquake damage on a reinforced concrete building in San Gregorio (L'Aquila, Italy): site effects or building defects? 179
Numerical and experimental analyses of the modal characteristics of framed structures subjected to earthquakes 177
Effect of a single vibrating building on free-field ground motion: numerical and experimental evidences 170
Damage detection on Reinforced Concrete Framed Structures using a band-variable filter 167
Vulnerabilità Sismica dei ponti in c.a.: studio del ponte “Musmeci” a Potenza 165
Monitoring the structural dynamic response of a masonry tower: Comparing classical and time-frequency analyses 163
Numerical investigation on the effects of non-structural components on the elastic fundamental period of buildings 159
Analysis of non-stationary structural systems by using a band-variable filter 154
A procedure for damage detection and localization of framed buildings based on curvature variation 147
Monitoring the response and the back-radiated energy of a building subjected to ambient vibration and impulsive action: the Falkenhof Tower (Potsdam, Germany) 146
Damage assessment on framed structures through regression models retrieved by nonlinear numerical analyses 145
Automatic evaluation of the fundamental frequency variations and related damping factor of reinforced concrete framed structures using the Short Time Impulse Response Function (STIRF) 143
Framed Structures: Detection of Building Torsional Modes Using a Simplified Experimental Approach 141
Evaluation and considerations about fundamental periods of damaged reinforced concrete buildings 141
Real time monitoring of structures in task force missions: The example of the Mw = 6.3 Central Italy Earthquake, April 6, 2009 139
Wireless technologies for the monitoring of strategic civil infrastructures: an ambient vibration test on the Fatih Sultan Mehmet Suspension Bridge in Istanbul, Turkey. 136
The Interpolation Evolution Method for damage localization in structures under seismic excitation 136
Effect of vibrating buildings on ‘free-field’ accelerometric recordings: from the Bagnoli experiment to many-buildings simulation 135
Joint application of non-invasive techniques to characterize the dynamic behaviuor of engineering structures. 135
Dynamic survey of the Musmeci Bridge by joint application of Ground-Based Microwave Radar Interferometry and Ambient Noise Standard Spectral Ratio techniques 135
A Fast Method for Structural Health Monitoring of Strategic Buildings 134
Localization of damage occurred on framed structures: analysis of the geometric characteristics of the fundamental mode shape. 133
A Simplified Method for a Fast Structural Health Monitoring: methodology and preliminary numerical results 132
A Fast Method for Structural Health Monitoring of Strategic Buildings 130
Analyses of the seismic actions recorded during the 2016 central Italy seismic sequence: observed vs code provision values 128
Effect of non-structural elements on the dynamic behaviour of moment-resisting framed structures. 126
Experimental damage localization in a full-scale 7 story benchmark building under seismic excitation 126
Fundamental period of Italian reinforced concrete buildings: comparison between numerical, experimental and Italian code simplified values. 121
Effect of building-building interaction on "free-field" ground motion 117
Interferometric Analysis of Strong Ground Motion for Structural Health Monitoring: The Example of the L’Aquila, Italy, Seismic Sequence of 2009 117
Testing a new procedure for damage detection on framed structures subjected to strong motion earthquakes 116
Damage localization on Reinforced Concrete Structures 114
Damage level vs fundamental frequencies of damaged RC buildings 111
Quante cause per il crollo di un edificio? Un esempio da San Gregorio (AQ) 110
Identification of building rotational modes using an ambient vibration technique 108
On the modal characteristics of damaging structures subjected to earthquakes. 107
Analysis of structural seismic behaviour: from non stationary to non linear effects 106
Analisi dinamiche non lineari per la validazione di un metodo speditivo per il monitoraggio sismico di edifici esistenti in c.a. 105
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. 104
Un approccio semplificato per la localizzazione del danno su strutture in cemento armato basato sulla Trasformata di Stockwell 102
Il crollo anomalo di un edificio a San Gregorio (AQ): ulteriori evidenze a supporto del ruolo degli effetti di sito 102
ELECTROMAGNETIC SENSING TECHNIQUES FOR CIVIL ENGINEERING STRUCTURES NON DESTRUCTIVE DIAGNOSTICS 101
Structural Health Monitoring of Reinforced Concrete Structures using Nonlinear Interferometric Analysis 101
Peak and integral seismic parameters of L’Aquila 2009 ground motions: observed vs code provision values 100
S-Transform based filter applied to the analysis of non-linear dynamic behaviour of soil and buildings 97
S-Transform: A Band-Variable Filter to Extract the Nonlinear Dynamic Behaviour of Soil and Structures. 97
Una riflessione critica sull’utilizzo della formulazione semplificata per la valutazione del periodo fondamentale di strutture in c.a. 97
Un approccio speditivo per lalocalizzazione del danno su strutture intelaiate in cemento armato. 97
SENSOR DISTRIBUTION ON A MONITORED STRUCTURE: OPTIMIZATION OF A PROCEDURE FOR DAMAGE DETECTION AND LOCALIZATION 96
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 95
Analysis of dynamic behaviour of a base isolated building: a release test in Augusta (SI), Italy. 94
JET-PACS project: comparison of several energy dissipation bracing systems 93
Analisi numeriche e sperimentali per la valutazione degli effetti del terreno e degli elementi non strutturali sui parametri modali di strutture in calcestruzzo armato 93
Joint application of non-invasive techniques to characterize the dynamic behaviuor of engineering structures. 90
Valutazione delle resistenza a compressione del calcestruzzo mediante misure di velocità di onde acustiche 89
Un Metodo Speditivo per il Monitoraggio di Edifici Strategici in Zona Sismica 88
Evaluation of the concrete characteristics by measurements of sonic wave velocity 87
Analysis of Dynamic Behaviour of a Base Isolated Building: a Release Test in Augusta (SR), Italy 86
Structural Health Monitoring (SHM) by a wireless mesh network of accelerometers: the example of L’Aquila (Italy) seismic sequence, 2009. 85
Experimental measurement of fundamental periods of damaged R.C. buildings 85
S-Transform based filter applied to the analysis of non-linear dynamic behaviour of soil and buildings 82
Prestazioni Sismiche degli edifici: un metodo di primo livello per la localizzazione del danno su strutture intelaiate in c.a. 80
The Seismic Performance of a Post-tensioned LVL Building During the 2011 Canterbury Earthquake Sequence 80
Interazione dinamica tra moto ondoso e falesia lungo la costa di Polignano a Mare (Puglia). 80
Preliminary analysis of the dynamic behavior of two strategic buildings subjected to the 2016 central italy earthquake 79
Comparison of the performance of two different approaches for damage detection on framed structures 78
SEISMIC RESPONSE OF STRUCTURES: FROM NON-STATIONARY TO NON-LINEAR EFFECTS 75
Progetto JET-PACS: Joint Experimental Testing on Passive and semiActive Control Systems 75
Seismic performance of a post-tensioned LVL building subjected to the Canterbury earthquake sequence. 74
Non-Stationary vs. Nonlinear Effects Recorded During Earthquakes on Monitored Buildings. 74
Validating of a new procedure for damage localization using shaking table tests on a 1:15 scaled structure 72
JET-PACS project: Joint Experimental Testing on Passive and Semiactive Control Systems 72
Sistema terreno-struttura: variazione dell’influenza del moto degli edifici sulle vibrazioni in campo libero al variare delle caratteristiche della forzante 71
Analysis of the experimental behavior of a based isolated building during a release test 67
RISPOSTA SISMICA DELLE STRUTTURE: DALLA NON STAZIONARIETÀ ALLA NON LINEARITÀ APPARENTE 65
Misure di velocità di onde acustiche in elementi in calcestruzzo armato 62
Monitoring the Seismic Performance of a Post-Tensioned LVL Building During the 2011 Canterbury Earthquake Sequence. 62
JETPACS Project: Joint Experimental Testing on Passive and semiActive Control Systems 61
Sistema terreno-struttura: variazione dell'influenza del moto degli edifici sulle vibrazioni in campo libero al variare delle caratteristiche della forzante 61
Dall'esperimento di Bagnoli alla città virtuale: influenza delle vibrazioni indotte da edifici sull'accelerazione in campo libero. 60
Il terremoto di L’Aquila del 2009: analisi delle registrazioni accelerometriche e confronto con le azioni sismiche previste nelle NTC 2008 59
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 58
Una procedura speditiva di identificazione dinamica per l’individuazione di zone di criticità delle caratteristiche del calcestruzzo in edifici in c.a. esistenti 57
Indagini speditive di identificazione dinamica per l'individuazione di zone critiche delle caratteristiche del calcestruzzo in edifici esistenti in c.a. 56
Effetti dell’irregolarità strutturale e dell’interazione dinamica terreno-struttura: tre casi studio 56
Sistemi a comportamento non lineare: un filtro a banda variabile per l'estrazione delle caratteristiche dinamiche durante la fase transiente. 50
Identificazione dei modi rotazionali degli edifici mediante tecniche di misura di vibrazione ambientale 49
Influenza dell’edificato su misure accelerometriche e di microtremore. 49
Short Time Impulse Response Function (STIRF) for automatic evaluation of the variation of the dynamic parameters for reinforced concrete framed structures during strong earthquakes. 49
Time-History Responce and Damping of a Post-Tensioned Timber Building During the Canterbury Seismic Sequence 44
Misura dei periodi fondamentali di edifici in c.a. danneggiati dal sisma di L’Aquila del 2009 42
Un filtro tempo-frequenza per l'analisi delle caratteristiche dinamiche di strutture a comportamento non stazionario 42
Damage Detection and Localization on Real Structures Subjected to Strong Motion Earthquakes Using the Curvature Evolution Method: The Navelli (Italy) Case Study 38
An Integrated approach for structural behavior characterization of Gravina Bridge (Matera, Southern Italy) 36
An advanced approach to the long term SHM of structures and transport infrastructures 24
Transport Infrastructure SHM Using Integrated SAR Data and On-Site Vibrational Acquisitions: “Ponte Della Musica–Armando Trovajoli” Case Study 22
Totale 10.176
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Categoria #
all - tutte 33.354
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 33.354
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019329 0 0 0 0 0 0 0 0 0 0 180 149
2019/20201.937 330 126 125 366 84 155 118 165 164 125 119 60
2020/20211.537 142 169 26 157 25 138 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
2023/2024633 59 22 55 19 46 103 70 66 173 20 0 0
Totale 10.391