IRIS
DITOMMASO, ROCCO
 Distribuzione geografica
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Continente #
NA - Nord America 7.543
EU - Europa 3.813
AS - Asia 2.858
SA - Sud America 234
AF - Africa 54
OC - Oceania 9
Continente sconosciuto - Info sul continente non disponibili 6
Totale 14.517
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Nazione #
US - Stati Uniti d'America 7.306
CN - Cina 1.177
DE - Germania 1.077
SG - Singapore 718
UA - Ucraina 662
VN - Vietnam 510
RU - Federazione Russa 509
IT - Italia 506
GB - Regno Unito 265
HK - Hong Kong 250
SE - Svezia 228
CA - Canada 200
BR - Brasile 183
FI - Finlandia 148
FR - Francia 107
IE - Irlanda 64
AT - Austria 59
CZ - Repubblica Ceca 58
IN - India 44
MX - Messico 32
TR - Turchia 32
NL - Olanda 31
PL - Polonia 29
ZA - Sudafrica 26
JP - Giappone 22
BE - Belgio 18
GR - Grecia 18
AR - Argentina 15
BD - Bangladesh 15
PH - Filippine 15
EC - Ecuador 13
ES - Italia 11
IQ - Iraq 9
AU - Australia 8
ID - Indonesia 8
CO - Colombia 7
PK - Pakistan 7
SA - Arabia Saudita 7
EU - Europa 6
VE - Venezuela 6
AZ - Azerbaigian 5
DZ - Algeria 5
EG - Egitto 5
MY - Malesia 5
RO - Romania 5
CH - Svizzera 4
IR - Iran 4
KE - Kenya 4
LT - Lituania 4
NP - Nepal 4
PY - Paraguay 4
TH - Thailandia 4
TN - Tunisia 4
AE - Emirati Arabi Uniti 3
AL - Albania 3
ET - Etiopia 3
KR - Corea 3
KZ - Kazakistan 3
UZ - Uzbekistan 3
HT - Haiti 2
HU - Ungheria 2
IL - Israele 2
LY - Libia 2
PE - Perù 2
SN - Senegal 2
TJ - Tagikistan 2
UY - Uruguay 2
AF - Afghanistan, Repubblica islamica di 1
BS - Bahamas 1
BW - Botswana 1
CI - Costa d'Avorio 1
CL - Cile 1
FK - Isole Falkland (Malvinas) 1
IM - Isola di Man 1
JO - Giordania 1
KW - Kuwait 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
TT - Trinidad e Tobago 1
TW - Taiwan 1
Totale 14.517
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Città #
Woodbridge 723
Ann Arbor 703
Jacksonville 577
Ashburn 524
Chandler 488
Dallas 421
Fairfield 418
Houston 415
Beijing 366
Dong Ket 336
Boardman 274
Singapore 263
Nanjing 254
Hong Kong 241
The Dalles 198
Wilmington 198
Seattle 170
Toronto 158
Los Angeles 137
Cambridge 136
New York 127
Nanchang 101
Princeton 99
Kent 97
Milan 83
Ogden 82
Ho Chi Minh City 66
Dublin 62
Vienna 56
Buffalo 55
Centro 55
Helsinki 50
Munich 47
Kunming 42
Santa Clara 42
Tianjin 42
Hanoi 38
Nürnberg 37
Brno 34
Shenyang 33
Moscow 32
London 29
Hebei 27
San Francisco 25
Changsha 24
Frankfurt am Main 24
Olomouc 24
Amsterdam 23
Denver 22
Montreal 22
Rome 22
Johannesburg 21
Shanghai 19
São Paulo 19
Brussels 18
Jiaxing 18
Warsaw 18
Changchun 17
Chennai 17
Mexico City 16
Hangzhou 15
Tokyo 15
Bari 14
Chicago 14
Council Bluffs 14
San Diego 14
Guangzhou 13
Manchester 13
Orem 13
Ankara 12
Atlanta 12
Boston 12
Dearborn 12
Ottawa 12
Tagbilaran 12
Brooklyn 11
Haiphong 11
Lanzhou 11
Verona 11
Phoenix 10
Poplar 10
Des Moines 9
Thessaloniki 9
Biên Hòa 8
Jinan 8
Ningbo 8
Shenzhen 8
Turku 8
Zhengzhou 8
Kocaeli 7
Querétaro 7
Redwood City 7
Stockholm 7
Strasbourg 7
Venezia 7
Auburn Hills 6
Berlin 6
Castel Volturno 6
Charlotte 6
Falkenstein 6
Totale 9.084
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Nome #
A Fast Method for Structural Health Monitoring of Italian Reinforced Concrete Strategic Buildings 265
Damage detection on framed structures: modal curvature evaluation using Stockwell Transform under seismic excitation 258
Far field damage on RC buildings: the case study of Navelli during the L’Aquila (Italy) seismic sequence, 2009 222
Analysis of non-stationary structural systems by using a band-variable filter 221
Peculiar earthquake damage on a reinforced concrete building in San Gregorio (L'Aquila, Italy): site effects or building defects? 221
Frequency variation in site response as observed from strong motion data of the L'Aquila (2009) seismic sequence 218
Damage detection on Reinforced Concrete Framed Structures using a band-variable filter 216
A procedure for damage detection and localization of framed buildings based on curvature variation 209
Vulnerabilità Sismica dei ponti in c.a.: studio del ponte “Musmeci” a Potenza 200
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
A Simplified Method for a Fast Structural Health Monitoring: methodology and preliminary numerical results 197
Analyses of the seismic actions recorded during the 2016 central Italy seismic sequence: observed vs code provision values 192
A Fast Method for Structural Health Monitoring of Strategic Buildings 189
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 185
A Fast Method for Structural Health Monitoring of Strategic Buildings 179
Numerical investigation on the effects of non-structural components on the elastic fundamental period of buildings 179
Analisi dinamiche non lineari per la validazione di un metodo speditivo per il monitoraggio sismico di edifici esistenti in c.a. 178
Framed Structures: Detection of Building Torsional Modes Using a Simplified Experimental Approach 177
Localization of damage occurred on framed structures: analysis of the geometric characteristics of the fundamental mode shape. 169
Monitoring the response and the back-radiated energy of a building subjected to ambient vibration and impulsive action: the Falkenhof Tower (Potsdam, Germany) 168
Effect of vibrating buildings on ‘free-field’ accelerometric recordings: from the Bagnoli experiment to many-buildings simulation 168
Evaluation and considerations about fundamental periods of damaged reinforced concrete buildings 167
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. 165
The Interpolation Evolution Method for damage localization in structures under seismic excitation 165
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
Experimental damage localization in a full-scale 7 story benchmark building under seismic excitation 159
Real time monitoring of structures in task force missions: The example of the Mw = 6.3 Central Italy Earthquake, April 6, 2009 158
Analysis of dynamic behaviour of a base isolated building: a release test in Augusta (SI), Italy. 157
Dynamic survey of the Musmeci Bridge by joint application of Ground-Based Microwave Radar Interferometry and Ambient Noise Standard Spectral Ratio techniques 156
Damage localization on Reinforced Concrete Structures 154
Quante cause per il crollo di un edificio? Un esempio da San Gregorio (AQ) 153
Joint application of non-invasive techniques to characterize the dynamic behaviuor of engineering structures. 153
Wireless technologies for the monitoring of strategic civil infrastructures: an ambient vibration test on the Fatih Sultan Mehmet Suspension Bridge in Istanbul, Turkey. 153
Testing a new procedure for damage detection on framed structures subjected to strong motion earthquakes 152
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 149
On the modal characteristics of damaging structures subjected to earthquakes. 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 147
Analisi numeriche e sperimentali per la valutazione degli effetti del terreno e degli elementi non strutturali sui parametri modali di strutture in calcestruzzo armato 145
Effect of non-structural elements on the dynamic behaviour of moment-resisting framed structures. 144
Il crollo anomalo di un edificio a San Gregorio (AQ): ulteriori evidenze a supporto del ruolo degli effetti di sito 142
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 138
Identification of building rotational modes using an ambient vibration technique 133
JET-PACS project: comparison of several energy dissipation bracing systems 133
Damage level vs fundamental frequencies of damaged RC buildings 133
Un approccio speditivo per lalocalizzazione del danno su strutture intelaiate in cemento armato. 130
Analysis of the experimental behavior of a based isolated building during a release test 130
S-Transform: A Band-Variable Filter to Extract the Nonlinear Dynamic Behaviour of Soil and Structures. 129
Analysis of Dynamic Behaviour of a Base Isolated Building: a Release Test in Augusta (SR), Italy 129
Joint application of non-invasive techniques to characterize the dynamic behaviuor of engineering structures. 129
Peak and integral seismic parameters of L’Aquila 2009 ground motions: observed vs code provision values 127
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 124
S-Transform based filter applied to the analysis of non-linear dynamic behaviour of soil and buildings 122
Un approccio semplificato per la localizzazione del danno su strutture in cemento armato basato sulla Trasformata di Stockwell 120
Structural Health Monitoring of Reinforced Concrete Structures using Nonlinear Interferometric Analysis 120
Interazione dinamica tra moto ondoso e falesia lungo la costa di Polignano a Mare (Puglia). 120
Comparison of the performance of two different approaches for damage detection on framed structures 116
Un Metodo Speditivo per il Monitoraggio di Edifici Strategici in Zona Sismica 114
Valutazione delle resistenza a compressione del calcestruzzo mediante misure di velocità di onde acustiche 113
S-Transform based filter applied to the analysis of non-linear dynamic behaviour of soil and buildings 109
Evaluation of the concrete characteristics by measurements of sonic wave velocity 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. 102
Preliminary analysis of the dynamic behavior of two strategic buildings subjected to the 2016 central italy earthquake 102
An integrated approach for structural behavior characterization of the Gravina Bridge (Matera, Southern Italy) 100
Validating of a new procedure for damage localization using shaking table tests on a 1:15 scaled structure 99
Structural Health Monitoring (SHM) by a wireless mesh network of accelerometers: the example of L’Aquila (Italy) seismic sequence, 2009. 98
JET-PACS project: Joint Experimental Testing on Passive and Semiactive Control Systems 98
Progetto JET-PACS: Joint Experimental Testing on Passive and semiActive Control Systems 98
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. 94
An advanced approach to the long term SHM of structures and transport infrastructures 92
Seismic performance of a post-tensioned LVL building subjected to the Canterbury earthquake sequence. 91
Interventions for out-of-plane failure mechanisms prevention of existing masonry buildings 87
Sistema terreno-struttura: variazione dell'influenza del moto degli edifici sulle vibrazioni in campo libero al variare delle caratteristiche della forzante 86
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 86
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 82
JETPACS Project: Joint Experimental Testing on Passive and semiActive Control Systems 79
Indagini speditive di identificazione dinamica per l'individuazione di zone critiche delle caratteristiche del calcestruzzo in edifici esistenti in c.a. 76
Advanced Video-Based Processing for Low-Cost Damage Assessment of Buildings under Seismic Loading in Shaking Table Tests 75
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 Research in Seismic Resilience of Structures and Infrastructures 73
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 69
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 67
Totale 13.427
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Categoria #
all - tutte 64.451
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 64.451
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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
2025/20262.604 262 239 427 649 712 315 0 0 0 0 0 0
Totale 14.944