CRIS Current Research Information System

DIOTALLEVI, PIER PAOLO
 Distribuzione geografica
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Continente #
AS - Asia 5.744
NA - Nord America 5.739
EU - Europa 5.317
SA - Sud America 430
AF - Africa 236
OC - Oceania 25
Continente sconosciuto - Info sul continente non disponibili 1
Totale 17.492
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Nazione #
US - Stati Uniti d'America 5.652
CN - Cina 1.640
SG - Singapore 1.520
VN - Vietnam 1.322
IT - Italia 1.320
GB - Regno Unito 1.223
DE - Germania 875
FR - Francia 399
UA - Ucraina 358
HK - Hong Kong 347
IN - India 306
SE - Svezia 293
BR - Brasile 289
RU - Federazione Russa 272
IE - Irlanda 190
ZA - Sudafrica 126
EE - Estonia 104
JP - Giappone 100
KR - Corea 90
BD - Bangladesh 80
FI - Finlandia 70
AR - Argentina 51
CA - Canada 51
JO - Giordania 45
PH - Filippine 42
ID - Indonesia 39
NL - Olanda 39
TR - Turchia 37
BE - Belgio 32
CI - Costa d'Avorio 32
SC - Seychelles 32
TH - Thailandia 29
IQ - Iraq 24
PE - Perù 23
IR - Iran 22
CH - Svizzera 21
MX - Messico 21
CL - Cile 20
TW - Taiwan 20
EC - Ecuador 19
ES - Italia 17
PL - Polonia 15
GR - Grecia 13
NZ - Nuova Zelanda 13
AU - Australia 12
SA - Arabia Saudita 12
CZ - Repubblica Ceca 11
PK - Pakistan 10
VE - Venezuela 10
CO - Colombia 9
HR - Croazia 9
MY - Malesia 9
RO - Romania 9
TG - Togo 9
UZ - Uzbekistan 9
AT - Austria 8
EG - Egitto 8
BG - Bulgaria 7
SM - San Marino 7
JM - Giamaica 6
KE - Kenya 6
LB - Libano 6
PY - Paraguay 6
AE - Emirati Arabi Uniti 5
CR - Costa Rica 5
ET - Etiopia 5
NP - Nepal 5
AL - Albania 4
AZ - Azerbaigian 4
HU - Ungheria 4
IL - Israele 4
MA - Marocco 4
TN - Tunisia 4
CY - Cipro 3
OM - Oman 3
PT - Portogallo 3
AO - Angola 2
HN - Honduras 2
KG - Kirghizistan 2
LK - Sri Lanka 2
LT - Lituania 2
LV - Lettonia 2
MD - Moldavia 2
MG - Madagascar 2
PS - Palestinian Territory 2
RS - Serbia 2
SN - Senegal 2
UY - Uruguay 2
AM - Armenia 1
BA - Bosnia-Erzegovina 1
BF - Burkina Faso 1
BH - Bahrain 1
CG - Congo 1
DK - Danimarca 1
DO - Repubblica Dominicana 1
EU - Europa 1
GT - Guatemala 1
GY - Guiana 1
IS - Islanda 1
KW - Kuwait 1
Totale 17.485
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Città #
Southend 1.060
Singapore 1.004
Santa Clara 469
San Jose 376
Ashburn 373
Chandler 366
Hong Kong 331
Fairfield 283
Princeton 271
Frankfurt am Main 262
Ho Chi Minh City 262
Dong Ket 257
Jacksonville 238
Wilmington 231
Bologna 223
Hanoi 220
Ann Arbor 192
Boardman 191
Houston 191
Dublin 190
Beijing 181
Nanjing 136
Lauterbourg 130
Woodbridge 129
Westminster 121
Padova 118
Hefei 114
Dallas 107
Cambridge 100
Medford 99
Berlin 97
Seattle 95
New York 89
Milan 87
Tokyo 86
Council Bluffs 83
Jinan 80
Redmond 79
Los Angeles 78
Rome 78
Buffalo 61
Helsinki 61
Seoul 61
Shenyang 59
Haiphong 57
Saint Petersburg 53
Mülheim 48
Changsha 47
Redondo Beach 47
Hebei 45
Redwood City 45
San Diego 45
Amman 44
Shanghai 43
Guangzhou 42
Nanchang 41
The Dalles 39
Tianjin 39
Zhengzhou 39
Da Nang 37
São Paulo 37
Abidjan 32
Brussels 30
Chicago 29
Des Moines 29
Mahé 28
Jiaxing 26
Phoenix 25
London 23
Olalla 23
Yubileyny 23
Hangzhou 22
Dearborn 21
Florence 20
Haikou 20
Ningbo 20
San Francisco 20
Bari 19
Naples 18
Atlanta 17
Lanzhou 17
Norwalk 17
Paris 17
Toronto 17
Cesena 16
Gualtieri 16
Modena 16
Orem 16
Hải Dương 15
Munich 15
Taiyuan 15
Istanbul 14
Washington 14
Fuzhou 13
Taizhou 13
Turin 13
Baghdad 12
Bangkok 12
Fidenza 12
Johannesburg 12
Totale 10.804
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Nome #
An FDD-based modal parameter-less proportional flexibility-resembling matrix for response-only damage detection 280
A Novel Time-Frequency Distribution for Real-Time Monitoring of Civil Infrastructures 244
Prediction of inelastic structural response using an average of spectral acceleration 233
Modal testing through forced sine vibrations of a timber footbridge 222
Sui criteri di progetto di dissipatori fluido-viscosi per l’adeguamento sismico di strutture in cemento armato: modellazioni numeriche ed applicazioni 221
Instantaneous identification of densely instrumented structures using line topology sensor networks 220
A Procedure for the Displacement-Based Seismic Assessment of Infilled RC Frames 212
Sviluppo e validazione di un modello a fibre con riferimento all’influenza del taglio sulla risposta non lineare di pareti in c.a. 205
On the output-only vibration-based damage detection of frame structures 195
Cap. Segnaletica di salute e sicurezza sul lavoro 190
Application of modal flexibility-based deflections for damage diagnosis of a steel frame structure 187
La vulnerabilità sismica del patrimonio edilizio dell’Università di Bologna: metodologia e analisi di alcuni casi esemplificativi 181
The contribution of urban-scale environmental monitoring to materials diagnostics: a study on the Cathedral of Modena (Italy) 177
Applicazione del metodo 2000 SAC/Fema per la valutazione probabilistica di strutture in c.a. 174
Calcestruzzo strutturale con aggregati naturali e riciclati: indagini teoriche e sperimentali per la sostenibilità 173
A 2-DOF MODEL FOR THE DYNAMIC ANALYSIS OF UNREINFORCED MASONRY WALLS IN OUT-OF-PLANE BENDING 172
Output-only damage diagnosis for plan-symmetric buildings with asymmetric damage using modal flexibility-based deflections 171
Metodi nel dominio delle frequenze per l’identificazione dinamica di una passerella pedonale 168
Analisi di affidabilità per la valutazione probabilistica di strutture in c.a. in zona sismica 166
Structure-type classification and flexibility-based detection of earthquake-induced damage in full-scale RC buildings 163
Truncation error analysis on modal flexibility-based deflections: application to mass regular and irregular structures 161
Seismic structural health monitoring using the modal assurance distribution 161
A Methodology for the Direct Assessment of the Damping Ratio of Structures Equipped with Nonlinear Viscous Dampers 160
Confronti tra analisi dinamiche non lineari e procedure di pushover avanzate per telai in c.a. regolari ed irregolari in elevazione 154
Out-of-plane dynamic behaviour of unreinforced masonry walls in buildings with flexible diaphragms 154
Full probabilistic approach to seismic reliability assessment of RC frame structures 152
Experimental tests of RC beams strengthened with composite materials using IPN water-based resins 150
Nel cuore del Nettuno: struttura, forma, colore 150
Dynamic identification of a reinforced concrete structure by means of modal assurance distribution 150
Comportamento fuori piano di pareti di edifici in muratura con diaframmi flessibili 149
Effectiveness of 3D multi-modal pushover for plan-asymmetric RC frames 148
Cap. Luoghi di lavoro, Le attrezzature di lavoro ed i dispositivi di protezione individuale 148
Real time damage detection through single low-cost smart sensor 148
Clump interpolation error for the identification of damage using decentralized sensor networks 148
Comparison of OMA techniques and effect of added masses on the modal properties of a small steel frame 147
Simplified probabilistic seismic assessment of RC frames with added viscous dampers 146
tipologie di isolamento alla base per la protezione sismica degli edifici 145
Application of pushover analysis procedures for predicting the seismic response of RC structures 145
Design method for the rehabilitation of an existing RC hospital building with viscous dampers 145
Comparison between two methods in frequency domain for dynamic identification 145
A modal combination method for multi-modal pushover analysis 144
On the use of multivariate autoregressive models for vibration-based damage detection and localization 144
Application of displacement-based procedures for the assessment of infilled RC frames 143
Response of RC structures subjected to horizontal and vertical ground motions 142
Seismic reliability assessment of RC structures based on different ground motion prediction models 142
A model for the out-of-plane dynamic analysis of unreinforced masonry walls in buildings with flexible diaphragms 142
Comparison of different models for friction pendulum isolators in structures subjected to horizontal and vertical ground motions 142
On the Design of Viscous Dampers for the Rehabilitation of Plan-Asymmetric Buildings 142
Confronti tra procedure di pushover di tipo convenzionale, modale e adattivo 141
Effectiveness of different distributions of viscous damping coefficients for the seismic retrofit of regular and irregular RC frames 140
Detection of seismic damage on a RC building using the proportional flexibility-resembling matrix 139
Sistema di prefabbricazione e di edificazione 139
Proposal of a direct procedure for evaluating the damping ratio of structures equipped with non-linear viscous dampers 139
Evaluation and reduction of the truncation effects on modal flexibility-based damage-sensitive features in frame buildings with mass irregularities 139
Effectiveness of different standard and advanced pushover procedures for regular and irregular RC frames 138
Evaluation of design procedures for passive systems and application to a case study 137
Valutazione dell’efficacia di procedure di pushover convenzionali, modali e adattive per l’analisi sismica di edifici medio-alti in c.a. 135
NONLINEAR SEISMIC ANALYSIS OF INFILLED RC FRAMES WITH AN EQUIVALENT STRUT MODEL 135
On the pushover analysis as a method for evaluating the seismic response of RC buildings 134
Il sisma del 6 aprile 2009: vulnerabilità e danni riscontrati su edifici monumentali 133
On the application of output-only modal identification to base excited frame structures 133
Analisi numerica e sperimentale di tegoli di copertura in conglomerato armato precompresso 132
A procedure for the direct determination of the required supplemental damping for the seismic retrofit with viscous dampers 132
SIMPLIFIED RELIABILITY ASSESSMENT OF RC FRAMES EQUIPPED WITH VISCOUS DAMPERS 131
Influenza della legge di attenuazione sull’analisi probabilistica della risposta sismica di strutture in c.a. 129
A Direct Design Methodology for the Seismic Retrofit of Existing Buildings with Dissipative Systems 129
Sull'utilizzo dell'analisi di pushover nella valutazione del comportamento sismico di strutture in c.a. 128
Prime considerazioni sugli effetti del terremoto sulle strutture in muratura in alcune località dell’Aquilano 127
Comparison of different distributions of viscous damper properties in asymmetric-plan frames 127
Modellazione della risposta taglio-flessione in campo non lineare di elementi in c.a. 124
A Procedure for the Design of Viscous Dampers to Be Inserted in Existing Plan-Asymmetric Buildings 124
Damage Detection Through Modal Flexibility-Based Deflections: Application to a Full-Scale RC Shear Wall Building 124
Effect of Diaphragm Flexibility on the Dynamic Behaviour of Unreinforced Masonry Walls in Out-of-Plane Bending 122
Influence of added viscous dampers on the probabilistic seismic performance evaluation of RC frames 122
Extraction of modal parameters through Wavelet Transform 121
Forced vibration tests carried out on a laminated timber footbridge: comparisons five years apart 121
A two-step direct method for estimating the seismic response of nonlinear structures equipped with nonlinear viscous dampers 121
Time-history analysis of unreinforced masonry walls in out-of-plane bending: Influence of diaphragm flexibility 121
“Calcestruzzo strutturale in ambiente severo: il caso del complesso di Punta Perotti”. 120
A fibre beam column element for modelling the flexure-shear interaction in the non-linear analysis of RC structures 120
Operational modal analysis of a plan-asymmetric RC frame structure subjected to a simulated random ground motion along different directions 120
A Design Procedure for the Rehabilitation of Plan- Asymmetric Buildings with Viscous Dampers 118
Application of pushover procedures for the seismic analysis of plan-asymmetric buildings 116
Influence of earthquake intensity measure on the probabilistic evaluation of RC buildings 116
Simplified design methodology for systems equipped with non-linear viscous dampers 116
A Direct Procedure for the Estimate of the Inelastic Displacement Demand of Structures Equipped with Viscous Dampers 116
A direct method for the design of viscous dampers to be inserted in existing buildings 116
Comparison of different methods for viscous damper placement in existing frame buildings 116
Modelling of friction pendulum isolators in structures subjected to horizontal and vertical ground motions 116
Damage detection of non-linear reinforced concrete structure by means of single sensing node 116
Sull’impiego di procedure di pushover per l’analisi sismica di edifici in c.a. irregolari in pianta 115
Application of Direct Displacement-Based Design for plan-asymmetric RC frames 114
Seismic assessment of an existing RC hospital building: study for the rehabilitation with supplemental fluid-viscous dampers 111
Extension of displacement-based assessment to infilled RC frames 111
On the probabilistic seismic assessment of structures with added viscous dampers 110
Influence of shear in the non-linear analysis of RC members 110
Evaluation of conventional and advanced pushover procedures for regular and irregular RC frames 108
Equivalent Viscous Damping for the Displacement-Based Seismic Assessment of Infilled RC Frames 108
Influenza della misura di intensità sismica sulla valutazione della probabilità di collasso di strutture in cemento armato 108
Influenza dello scorrimento delle armature sulla risposta al collasso di elementi in c.a. presso-inflessi 108
Totale 14.527
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Categoria #
all - tutte 50.193
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 50.193
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021477 0 0 0 0 0 0 0 0 0 0 0 477
2021/20221.942 203 125 78 87 205 180 58 117 94 98 262 435
2022/20231.907 232 266 113 217 131 131 106 82 369 39 157 64
2023/2024741 41 126 72 56 67 138 32 37 24 37 44 67
2024/20252.862 125 501 280 242 677 143 253 50 59 69 84 379
2025/20265.541 194 462 559 383 678 299 569 225 1.211 551 158 252
Totale 17.855