IRIS
DITOMMASO, ROCCO
 Distribuzione geografica
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Continente #
NA - Nord America 5.890
EU - Europa 3.319
AS - Asia 1.401
SA - Sud America 11
AF - Africa 10
OC - Oceania 8
Continente sconosciuto - Info sul continente non disponibili 6
Totale 10.645
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Nazione #
US - Stati Uniti d'America 5.728
DE - Germania 1.019
CN - Cina 781
UA - Ucraina 657
IT - Italia 433
RU - Federazione Russa 338
VN - Vietnam 338
SE - Svezia 221
GB - Regno Unito 208
CA - Canada 161
SG - Singapore 155
FI - Finlandia 133
FR - Francia 73
IE - Irlanda 61
CZ - Repubblica Ceca 58
AT - Austria 54
HK - Hong Kong 49
GR - Grecia 18
TR - Turchia 18
IN - India 17
BE - Belgio 16
PH - Filippine 15
NL - Olanda 11
AU - Australia 8
EU - Europa 6
PL - Polonia 6
RO - Romania 5
JP - Giappone 4
SA - Arabia Saudita 4
AZ - Azerbaigian 3
BR - Brasile 3
DZ - Algeria 3
EC - Ecuador 3
EG - Egitto 3
ID - Indonesia 3
IR - Iran 3
NP - Nepal 3
HU - Ungheria 2
KR - Corea 2
PE - Perù 2
TH - Thailandia 2
VE - Venezuela 2
ZA - Sudafrica 2
BD - Bangladesh 1
CH - Svizzera 1
ES - Italia 1
FK - Isole Falkland (Malvinas) 1
IM - Isola di Man 1
JO - Giordania 1
LU - Lussemburgo 1
LY - Libia 1
MY - Malesia 1
PA - Panama 1
PK - Pakistan 1
PT - Portogallo 1
SK - Slovacchia (Repubblica Slovacca) 1
TN - Tunisia 1
Totale 10.645
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Città #
Woodbridge 723
Ann Arbor 703
Jacksonville 576
Chandler 488
Fairfield 418
Houston 407
Dong Ket 336
Ashburn 325
Boardman 266
Nanjing 253
Wilmington 198
Seattle 163
Beijing 151
Toronto 149
Cambridge 136
Singapore 102
Nanchang 101
Princeton 99
New York 85
Ogden 82
Milan 74
Dublin 60
Centro 55
Vienna 54
Hong Kong 46
Helsinki 45
Tianjin 41
Kunming 40
Nürnberg 37
Brno 34
Shenyang 33
Los Angeles 32
Hebei 27
Olomouc 24
Santa Clara 23
Changsha 21
Jiaxing 18
Changchun 17
Brussels 16
Rome 16
Munich 15
San Diego 14
San Francisco 14
Hangzhou 13
Dearborn 12
Frankfurt am Main 12
London 12
Tagbilaran 12
Lanzhou 11
Verona 11
Ottawa 10
Des Moines 9
Thessaloniki 9
Amsterdam 8
Bari 8
Guangzhou 7
Jinan 7
Kocaeli 7
Ningbo 7
Redwood City 7
Strasbourg 7
Venezia 7
Auburn Hills 6
Berlin 6
Castel Volturno 6
Melbourne 6
Pizzoli 6
Shenzhen 6
Zhengzhou 6
Indiana 5
Komotini 5
Napoli 5
Norwalk 5
Shanghai 5
Avezzano 4
Borås 4
Catania 4
Cisternino 4
Islington 4
Kraków 4
Molfetta 4
Riyadh 4
Trieste 4
Athens 3
Bellevue 3
Fuzhou 3
Hanover 3
Prescot 3
Ruffano 3
Trepuzzi 3
Venice 3
Avigliano 2
Baku 2
Bangkok 2
Budapest 2
Calvello 2
Capaccio 2
Chennai 2
Chieti 2
Hanoi 2
Totale 6.838
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Nome #
Damage detection on framed structures: modal curvature evaluation using Stockwell Transform under seismic excitation 217
A Fast Method for Structural Health Monitoring of Italian Reinforced Concrete Strategic Buildings 211
Frequency variation in site response as observed from strong motion data of the L'Aquila (2009) seismic sequence 189
Far field damage on RC buildings: the case study of Navelli during the L’Aquila (Italy) seismic sequence, 2009 189
Peculiar earthquake damage on a reinforced concrete building in San Gregorio (L'Aquila, Italy): site effects or building defects? 184
Numerical and experimental analyses of the modal characteristics of framed structures subjected to earthquakes 180
Effect of a single vibrating building on free-field ground motion: numerical and experimental evidences 173
Damage detection on Reinforced Concrete Framed Structures using a band-variable filter 172
Vulnerabilità Sismica dei ponti in c.a.: studio del ponte “Musmeci” a Potenza 169
Monitoring the structural dynamic response of a masonry tower: Comparing classical and time-frequency analyses 165
Analysis of non-stationary structural systems by using a band-variable filter 163
Numerical investigation on the effects of non-structural components on the elastic fundamental period of buildings 163
A procedure for damage detection and localization of framed buildings based on curvature variation 159
Damage assessment on framed structures through regression models retrieved by nonlinear numerical analyses 152
Monitoring the response and the back-radiated energy of a building subjected to ambient vibration and impulsive action: the Falkenhof Tower (Potsdam, Germany) 148
Framed Structures: Detection of Building Torsional Modes Using a Simplified Experimental Approach 146
Automatic evaluation of the fundamental frequency variations and related damping factor of reinforced concrete framed structures using the Short Time Impulse Response Function (STIRF) 145
Evaluation and considerations about fundamental periods of damaged reinforced concrete buildings 143
Localization of damage occurred on framed structures: analysis of the geometric characteristics of the fundamental mode shape. 142
A Fast Method for Structural Health Monitoring of Strategic Buildings 141
A Simplified Method for a Fast Structural Health Monitoring: methodology and preliminary numerical results 141
Real time monitoring of structures in task force missions: The example of the Mw = 6.3 Central Italy Earthquake, April 6, 2009 141
Effect of vibrating buildings on ‘free-field’ accelerometric recordings: from the Bagnoli experiment to many-buildings simulation 140
A Fast Method for Structural Health Monitoring of Strategic Buildings 139
Wireless technologies for the monitoring of strategic civil infrastructures: an ambient vibration test on the Fatih Sultan Mehmet Suspension Bridge in Istanbul, Turkey. 138
Dynamic survey of the Musmeci Bridge by joint application of Ground-Based Microwave Radar Interferometry and Ambient Noise Standard Spectral Ratio techniques 138
The Interpolation Evolution Method for damage localization in structures under seismic excitation 138
Joint application of non-invasive techniques to characterize the dynamic behaviuor of engineering structures. 137
Analyses of the seismic actions recorded during the 2016 central Italy seismic sequence: observed vs code provision values 133
Experimental damage localization in a full-scale 7 story benchmark building under seismic excitation 131
Effect of non-structural elements on the dynamic behaviour of moment-resisting framed structures. 130
Fundamental period of Italian reinforced concrete buildings: comparison between numerical, experimental and Italian code simplified values. 128
Testing a new procedure for damage detection on framed structures subjected to strong motion earthquakes 120
Effect of building-building interaction on "free-field" ground motion 119
Quante cause per il crollo di un edificio? Un esempio da San Gregorio (AQ) 118
Interferometric Analysis of Strong Ground Motion for Structural Health Monitoring: The Example of the L’Aquila, Italy, Seismic Sequence of 2009 118
Damage localization on Reinforced Concrete Structures 118
Analysis of structural seismic behaviour: from non stationary to non linear effects 117
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. 116
Damage level vs fundamental frequencies of damaged RC buildings 113
On the modal characteristics of damaging structures subjected to earthquakes. 113
Analisi dinamiche non lineari per la validazione di un metodo speditivo per il monitoraggio sismico di edifici esistenti in c.a. 112
Identification of building rotational modes using an ambient vibration technique 110
Il crollo anomalo di un edificio a San Gregorio (AQ): ulteriori evidenze a supporto del ruolo degli effetti di sito 108
ELECTROMAGNETIC SENSING TECHNIQUES FOR CIVIL ENGINEERING STRUCTURES NON DESTRUCTIVE DIAGNOSTICS 106
Analysis of dynamic behaviour of a base isolated building: a release test in Augusta (SI), Italy. 105
Peak and integral seismic parameters of L’Aquila 2009 ground motions: observed vs code provision values 104
Structural Health Monitoring of Reinforced Concrete Structures using Nonlinear Interferometric Analysis 104
Un approccio semplificato per la localizzazione del danno su strutture in cemento armato basato sulla Trasformata di Stockwell 103
Analisi numeriche e sperimentali per la valutazione degli effetti del terreno e degli elementi non strutturali sui parametri modali di strutture in calcestruzzo armato 103
Una riflessione critica sull’utilizzo della formulazione semplificata per la valutazione del periodo fondamentale di strutture in c.a. 102
Un approccio speditivo per lalocalizzazione del danno su strutture intelaiate in cemento armato. 102
S-Transform: A Band-Variable Filter to Extract the Nonlinear Dynamic Behaviour of Soil and Structures. 101
S-Transform based filter applied to the analysis of non-linear dynamic behaviour of soil and buildings 100
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 100
JET-PACS project: comparison of several energy dissipation bracing systems 99
SENSOR DISTRIBUTION ON A MONITORED STRUCTURE: OPTIMIZATION OF A PROCEDURE FOR DAMAGE DETECTION AND LOCALIZATION 99
Valutazione delle resistenza a compressione del calcestruzzo mediante misure di velocità di onde acustiche 96
Joint application of non-invasive techniques to characterize the dynamic behaviuor of engineering structures. 92
Evaluation of the concrete characteristics by measurements of sonic wave velocity 91
Un Metodo Speditivo per il Monitoraggio di Edifici Strategici in Zona Sismica 91
Analysis of Dynamic Behaviour of a Base Isolated Building: a Release Test in Augusta (SR), Italy 91
Interazione dinamica tra moto ondoso e falesia lungo la costa di Polignano a Mare (Puglia). 91
Experimental measurement of fundamental periods of damaged R.C. buildings 88
Structural Health Monitoring (SHM) by a wireless mesh network of accelerometers: the example of L’Aquila (Italy) seismic sequence, 2009. 87
Comparison of the performance of two different approaches for damage detection on framed structures 86
S-Transform based filter applied to the analysis of non-linear dynamic behaviour of soil and buildings 85
Prestazioni Sismiche degli edifici: un metodo di primo livello per la localizzazione del danno su strutture intelaiate in c.a. 83
The Seismic Performance of a Post-tensioned LVL Building During the 2011 Canterbury Earthquake Sequence 82
Preliminary analysis of the dynamic behavior of two strategic buildings subjected to the 2016 central italy earthquake 82
SEISMIC RESPONSE OF STRUCTURES: FROM NON-STATIONARY TO NON-LINEAR EFFECTS 79
Seismic performance of a post-tensioned LVL building subjected to the Canterbury earthquake sequence. 78
Non-Stationary vs. Nonlinear Effects Recorded During Earthquakes on Monitored Buildings. 78
Sistema terreno-struttura: variazione dell’influenza del moto degli edifici sulle vibrazioni in campo libero al variare delle caratteristiche della forzante 77
Progetto JET-PACS: Joint Experimental Testing on Passive and semiActive Control Systems 77
Validating of a new procedure for damage localization using shaking table tests on a 1:15 scaled structure 76
JET-PACS project: Joint Experimental Testing on Passive and Semiactive Control Systems 76
Analysis of the experimental behavior of a based isolated building during a release test 76
RISPOSTA SISMICA DELLE STRUTTURE: DALLA NON STAZIONARIETÀ ALLA NON LINEARITÀ APPARENTE 69
Misure di velocità di onde acustiche in elementi in calcestruzzo armato 66
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 66
Monitoring the Seismic Performance of a Post-Tensioned LVL Building During the 2011 Canterbury Earthquake Sequence. 65
JETPACS Project: Joint Experimental Testing on Passive and semiActive Control Systems 64
Sistema terreno-struttura: variazione dell'influenza del moto degli edifici sulle vibrazioni in campo libero al variare delle caratteristiche della forzante 64
Dall'esperimento di Bagnoli alla città virtuale: influenza delle vibrazioni indotte da edifici sull'accelerazione in campo libero. 63
Il terremoto di L’Aquila del 2009: analisi delle registrazioni accelerometriche e confronto con le azioni sismiche previste nelle NTC 2008 62
Indagini speditive di identificazione dinamica per l'individuazione di zone critiche delle caratteristiche del calcestruzzo in edifici esistenti in c.a. 60
Una procedura speditiva di identificazione dinamica per l’individuazione di zone di criticità delle caratteristiche del calcestruzzo in edifici in c.a. esistenti 59
Effetti dell’irregolarità strutturale e dell’interazione dinamica terreno-struttura: tre casi studio 58
Sistemi a comportamento non lineare: un filtro a banda variabile per l'estrazione delle caratteristiche dinamiche durante la fase transiente. 53
Identificazione dei modi rotazionali degli edifici mediante tecniche di misura di vibrazione ambientale 52
Short Time Impulse Response Function (STIRF) for automatic evaluation of the variation of the dynamic parameters for reinforced concrete framed structures during strong earthquakes. 51
Influenza dell’edificato su misure accelerometriche e di microtremore. 50
Time-History Responce and Damping of a Post-Tensioned Timber Building During the Canterbury Seismic Sequence 47
Misura dei periodi fondamentali di edifici in c.a. danneggiati dal sisma di L’Aquila del 2009 45
Un filtro tempo-frequenza per l'analisi delle caratteristiche dinamiche di strutture a comportamento non stazionario 45
An Integrated approach for structural behavior characterization of Gravina Bridge (Matera, Southern Italy) 45
Damage Detection and Localization on Real Structures Subjected to Strong Motion Earthquakes Using the Curvature Evolution Method: The Navelli (Italy) Case Study 44
An advanced approach to the long term SHM of structures and transport infrastructures 39
Transport Infrastructure SHM Using Integrated SAR Data and On-Site Vibrational Acquisitions: “Ponte Della Musica–Armando Trovajoli” Case Study 24
Totale 10.648
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Categoria #
all - tutte 41.076
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 41.076
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.356 0 0 0 366 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
2023/2024872 59 22 55 19 46 103 70 66 173 20 21 218
2024/2025427 89 68 270 0 0 0 0 0 0 0 0 0
Totale 11.057