IRIS
DITOMMASO, ROCCO
 Distribuzione geografica
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Continente #
NA - Nord America 5.926
EU - Europa 3.354
AS - Asia 1.556
SA - Sud America 11
AF - Africa 10
OC - Oceania 8
Continente sconosciuto - Info sul continente non disponibili 6
Totale 10.871
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Nazione #
US - Stati Uniti d'America 5.763
DE - Germania 1.020
CN - Cina 835
UA - Ucraina 657
IT - Italia 441
RU - Federazione Russa 338
VN - Vietnam 338
SG - Singapore 250
SE - Svezia 221
GB - Regno Unito 213
CA - Canada 162
FI - Finlandia 137
FR - Francia 74
IE - Irlanda 62
CZ - Repubblica Ceca 58
AT - Austria 54
HK - Hong Kong 50
NL - Olanda 23
BE - Belgio 18
GR - Grecia 18
TR - Turchia 18
IN - India 17
PH - Filippine 15
AU - Australia 8
EU - Europa 6
PL - Polonia 6
AZ - Azerbaigian 5
RO - Romania 5
IR - Iran 4
JP - Giappone 4
SA - Arabia Saudita 4
BR - Brasile 3
DZ - Algeria 3
EC - Ecuador 3
EG - Egitto 3
ID - Indonesia 3
NP - Nepal 3
HU - Ungheria 2
KR - Corea 2
PE - Perù 2
TH - Thailandia 2
VE - Venezuela 2
ZA - Sudafrica 2
AL - Albania 1
BD - Bangladesh 1
CH - Svizzera 1
ES - Italia 1
FK - Isole Falkland (Malvinas) 1
IM - Isola di Man 1
JO - Giordania 1
KZ - Kazakistan 1
LK - Sri Lanka 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 10.871
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Città #
Woodbridge 723
Ann Arbor 703
Jacksonville 576
Chandler 488
Fairfield 418
Houston 407
Dong Ket 336
Ashburn 326
Boardman 266
Nanjing 253
Wilmington 198
Singapore 188
Seattle 163
Beijing 153
Toronto 149
Cambridge 136
Nanchang 101
Princeton 99
New York 86
Ogden 82
Milan 74
Dublin 61
Centro 55
Vienna 54
Helsinki 47
Hong Kong 47
Kunming 41
Tianjin 41
Nürnberg 37
Los Angeles 35
Brno 34
Shenyang 33
Hebei 27
Santa Clara 26
Olomouc 24
Changsha 21
Amsterdam 18
Brussels 18
Jiaxing 18
Changchun 17
Munich 16
Rome 16
London 15
Hangzhou 14
San Diego 14
San Francisco 14
Dearborn 12
Frankfurt am Main 12
Tagbilaran 12
Lanzhou 11
Ottawa 11
Shanghai 11
Verona 11
Guangzhou 10
Des Moines 9
Thessaloniki 9
Bari 8
Ningbo 8
Zhengzhou 8
Jinan 7
Kocaeli 7
Redwood City 7
Shenzhen 7
Strasbourg 7
Venezia 7
Auburn Hills 6
Berlin 6
Castel Volturno 6
Melbourne 6
Pizzoli 6
Indiana 5
Komotini 5
Napoli 5
Norwalk 5
Avezzano 4
Baku 4
Borås 4
Catania 4
Cisternino 4
Fuzhou 4
Islington 4
Kraków 4
Molfetta 4
Riyadh 4
Trieste 4
Athens 3
Bellevue 3
Hanover 3
Prescot 3
Ruffano 3
Trepuzzi 3
Venice 3
Avigliano 2
Bangkok 2
Brescia 2
Budapest 2
Calvello 2
Capaccio 2
Chennai 2
Chieti 2
Totale 6.973
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Nome #
Damage detection on framed structures: modal curvature evaluation using Stockwell Transform under seismic excitation 220
A Fast Method for Structural Health Monitoring of Italian Reinforced Concrete Strategic Buildings 215
Frequency variation in site response as observed from strong motion data of the L'Aquila (2009) seismic sequence 193
Far field damage on RC buildings: the case study of Navelli during the L’Aquila (Italy) seismic sequence, 2009 192
Peculiar earthquake damage on a reinforced concrete building in San Gregorio (L'Aquila, Italy): site effects or building defects? 186
Numerical and experimental analyses of the modal characteristics of framed structures subjected to earthquakes 180
Damage detection on Reinforced Concrete Framed Structures using a band-variable filter 176
Effect of a single vibrating building on free-field ground motion: numerical and experimental evidences 174
Analysis of non-stationary structural systems by using a band-variable filter 169
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 166
Numerical investigation on the effects of non-structural components on the elastic fundamental period of buildings 164
A procedure for damage detection and localization of framed buildings based on curvature variation 163
Damage assessment on framed structures through regression models retrieved by nonlinear numerical analyses 154
Monitoring the response and the back-radiated energy of a building subjected to ambient vibration and impulsive action: the Falkenhof Tower (Potsdam, Germany) 153
Framed Structures: Detection of Building Torsional Modes Using a Simplified Experimental Approach 147
Automatic evaluation of the fundamental frequency variations and related damping factor of reinforced concrete framed structures using the Short Time Impulse Response Function (STIRF) 146
Evaluation and considerations about fundamental periods of damaged reinforced concrete buildings 145
A Fast Method for Structural Health Monitoring of Strategic Buildings 144
A Simplified Method for a Fast Structural Health Monitoring: methodology and preliminary numerical results 144
Localization of damage occurred on framed structures: analysis of the geometric characteristics of the fundamental mode shape. 144
Effect of vibrating buildings on ‘free-field’ accelerometric recordings: from the Bagnoli experiment to many-buildings simulation 143
A Fast Method for Structural Health Monitoring of Strategic Buildings 142
Real time monitoring of structures in task force missions: The example of the Mw = 6.3 Central Italy Earthquake, April 6, 2009 141
The Interpolation Evolution Method for damage localization in structures under seismic excitation 140
Wireless technologies for the monitoring of strategic civil infrastructures: an ambient vibration test on the Fatih Sultan Mehmet Suspension Bridge in Istanbul, Turkey. 139
Joint application of non-invasive techniques to characterize the dynamic behaviuor of engineering structures. 138
Dynamic survey of the Musmeci Bridge by joint application of Ground-Based Microwave Radar Interferometry and Ambient Noise Standard Spectral Ratio techniques 138
Analyses of the seismic actions recorded during the 2016 central Italy seismic sequence: observed vs code provision values 135
Effect of non-structural elements on the dynamic behaviour of moment-resisting framed structures. 132
Experimental damage localization in a full-scale 7 story benchmark building under seismic excitation 132
Fundamental period of Italian reinforced concrete buildings: comparison between numerical, experimental and Italian code simplified values. 129
Testing a new procedure for damage detection on framed structures subjected to strong motion earthquakes 122
Quante cause per il crollo di un edificio? Un esempio da San Gregorio (AQ) 121
Damage localization on Reinforced Concrete Structures 121
Effect of building-building interaction on "free-field" ground motion 120
Interferometric Analysis of Strong Ground Motion for Structural Health Monitoring: The Example of the L’Aquila, Italy, Seismic Sequence of 2009 119
Analysis of structural seismic behaviour: from non stationary to non linear effects 119
On the modal characteristics of damaging structures subjected to earthquakes. 118
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. 117
Analisi dinamiche non lineari per la validazione di un metodo speditivo per il monitoraggio sismico di edifici esistenti in c.a. 114
Damage level vs fundamental frequencies of damaged RC buildings 114
Identification of building rotational modes using an ambient vibration technique 111
Il crollo anomalo di un edificio a San Gregorio (AQ): ulteriori evidenze a supporto del ruolo degli effetti di sito 111
ELECTROMAGNETIC SENSING TECHNIQUES FOR CIVIL ENGINEERING STRUCTURES NON DESTRUCTIVE DIAGNOSTICS 107
Analysis of dynamic behaviour of a base isolated building: a release test in Augusta (SI), Italy. 107
Un approccio semplificato per la localizzazione del danno su strutture in cemento armato basato sulla Trasformata di Stockwell 106
Analisi numeriche e sperimentali per la valutazione degli effetti del terreno e degli elementi non strutturali sui parametri modali di strutture in calcestruzzo armato 106
Structural Health Monitoring of Reinforced Concrete Structures using Nonlinear Interferometric Analysis 105
Peak and integral seismic parameters of L’Aquila 2009 ground motions: observed vs code provision values 104
S-Transform: A Band-Variable Filter to Extract the Nonlinear Dynamic Behaviour of Soil and Structures. 104
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 104
Una riflessione critica sull’utilizzo della formulazione semplificata per la valutazione del periodo fondamentale di strutture in c.a. 103
Un approccio speditivo per lalocalizzazione del danno su strutture intelaiate in cemento armato. 103
JET-PACS project: comparison of several energy dissipation bracing systems 102
S-Transform based filter applied to the analysis of non-linear dynamic behaviour of soil and buildings 101
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 97
Un Metodo Speditivo per il Monitoraggio di Edifici Strategici in Zona Sismica 95
Analysis of Dynamic Behaviour of a Base Isolated Building: a Release Test in Augusta (SR), Italy 94
Interazione dinamica tra moto ondoso e falesia lungo la costa di Polignano a Mare (Puglia). 94
Joint application of non-invasive techniques to characterize the dynamic behaviuor of engineering structures. 93
Evaluation of the concrete characteristics by measurements of sonic wave velocity 92
Experimental measurement of fundamental periods of damaged R.C. buildings 90
Structural Health Monitoring (SHM) by a wireless mesh network of accelerometers: the example of L’Aquila (Italy) seismic sequence, 2009. 89
Comparison of the performance of two different approaches for damage detection on framed structures 87
S-Transform based filter applied to the analysis of non-linear dynamic behaviour of soil and buildings 86
Prestazioni Sismiche degli edifici: un metodo di primo livello per la localizzazione del danno su strutture intelaiate in c.a. 84
The Seismic Performance of a Post-tensioned LVL Building During the 2011 Canterbury Earthquake Sequence 83
Preliminary analysis of the dynamic behavior of two strategic buildings subjected to the 2016 central italy earthquake 83
Sistema terreno-struttura: variazione dell’influenza del moto degli edifici sulle vibrazioni in campo libero al variare delle caratteristiche della forzante 80
SEISMIC RESPONSE OF STRUCTURES: FROM NON-STATIONARY TO NON-LINEAR EFFECTS 80
Seismic performance of a post-tensioned LVL building subjected to the Canterbury earthquake sequence. 79
Non-Stationary vs. Nonlinear Effects Recorded During Earthquakes on Monitored Buildings. 79
Progetto JET-PACS: Joint Experimental Testing on Passive and semiActive Control Systems 79
Analysis of the experimental behavior of a based isolated building during a release test 78
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
RISPOSTA SISMICA DELLE STRUTTURE: DALLA NON STAZIONARIETÀ ALLA NON LINEARITÀ APPARENTE 69
Misure di velocità di onde acustiche in elementi in calcestruzzo armato 68
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 67
Sistema terreno-struttura: variazione dell'influenza del moto degli edifici sulle vibrazioni in campo libero al variare delle caratteristiche della forzante 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
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
Una procedura speditiva di identificazione dinamica per l’individuazione di zone di criticità delle caratteristiche del calcestruzzo in edifici in c.a. esistenti 61
Indagini speditive di identificazione dinamica per l'individuazione di zone critiche delle caratteristiche del calcestruzzo in edifici esistenti in c.a. 60
Effetti dell’irregolarità strutturale e dell’interazione dinamica terreno-struttura: tre casi studio 59
Identificazione dei modi rotazionali degli edifici mediante tecniche di misura di vibrazione ambientale 53
Sistemi a comportamento non lineare: un filtro a banda variabile per l'estrazione delle caratteristiche dinamiche durante la fase transiente. 53
Influenza dell’edificato su misure accelerometriche e di microtremore. 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. 52
An integrated approach for structural behavior characterization of the Gravina Bridge (Matera, Southern Italy) 49
Time-History Responce and Damping of a Post-Tensioned Timber Building During the Canterbury Seismic Sequence 48
Misura dei periodi fondamentali di edifici in c.a. danneggiati dal sisma di L’Aquila del 2009 47
Damage Detection and Localization on Real Structures Subjected to Strong Motion Earthquakes Using the Curvature Evolution Method: The Navelli (Italy) Case Study 47
Un filtro tempo-frequenza per l'analisi delle caratteristiche dinamiche di strutture a comportamento non stazionario 45
An advanced approach to the long term SHM of structures and transport infrastructures 44
Advanced Research in Seismic Resilience of Structures and Infrastructures 25
Totale 10.824
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Categoria #
all - tutte 45.361
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 45.361
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020906 0 0 0 0 0 155 118 165 164 125 119 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
2024/2025654 89 68 270 61 93 73 0 0 0 0 0 0
Totale 11.284