CRIS Current Research Information System

DIOTALLEVI, PIER PAOLO
 Distribuzione geografica
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Continente #
AS - Asia 5.673
NA - Nord America 5.390
EU - Europa 5.238
SA - Sud America 416
AF - Africa 236
OC - Oceania 25
Continente sconosciuto - Info sul continente non disponibili 1
Totale 16.979
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Nazione #
US - Stati Uniti d'America 5.318
CN - Cina 1.627
SG - Singapore 1.511
VN - Vietnam 1.322
IT - Italia 1.260
GB - Regno Unito 1.218
DE - Germania 875
FR - Francia 399
UA - Ucraina 358
HK - Hong Kong 340
IN - India 306
SE - Svezia 293
BR - Brasile 280
RU - Federazione Russa 269
IE - Irlanda 190
ZA - Sudafrica 126
EE - Estonia 104
JP - Giappone 100
KR - Corea 90
FI - Finlandia 70
AR - Argentina 50
JO - Giordania 45
CA - Canada 44
PH - Filippine 42
BD - Bangladesh 40
ID - Indonesia 38
TR - Turchia 37
NL - Olanda 36
BE - Belgio 32
CI - Costa d'Avorio 32
SC - Seychelles 32
TH - Thailandia 29
IQ - Iraq 24
CH - Svizzera 21
IR - Iran 21
PE - Perù 21
CL - Cile 20
TW - Taiwan 20
EC - Ecuador 19
MX - Messico 19
PL - Polonia 15
ES - Italia 14
GR - Grecia 13
NZ - Nuova Zelanda 13
AU - Australia 12
SA - Arabia Saudita 12
PK - Pakistan 10
CO - Colombia 9
HR - Croazia 9
MY - Malesia 9
RO - Romania 9
TG - Togo 9
UZ - Uzbekistan 9
VE - Venezuela 9
AT - Austria 8
CZ - Repubblica Ceca 8
EG - Egitto 8
BG - Bulgaria 7
SM - San Marino 7
KE - Kenya 6
LB - Libano 6
AE - Emirati Arabi Uniti 5
ET - Etiopia 5
NP - Nepal 5
PY - Paraguay 5
AL - Albania 4
AZ - Azerbaigian 4
HU - Ungheria 4
IL - Israele 4
JM - Giamaica 4
MA - Marocco 4
TN - Tunisia 4
CR - Costa Rica 3
CY - Cipro 3
OM - Oman 3
PT - Portogallo 3
AO - Angola 2
KG - Kirghizistan 2
LK - Sri Lanka 2
LT - Lituania 2
LV - Lettonia 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
GY - Guiana 1
HN - Honduras 1
IS - Islanda 1
KW - Kuwait 1
LY - Libia 1
MC - Monaco 1
Totale 16.974
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Città #
Southend 1.060
Singapore 996
Santa Clara 463
Chandler 365
Ashburn 350
Hong Kong 324
San Jose 323
Fairfield 282
Princeton 271
Frankfurt am Main 262
Ho Chi Minh City 262
Dong Ket 257
Jacksonville 237
Wilmington 231
Hanoi 220
Bologna 211
Ann Arbor 192
Dublin 190
Houston 190
Beijing 173
Boardman 161
Nanjing 136
Lauterbourg 130
Woodbridge 129
Westminster 121
Padova 118
Hefei 114
Dallas 101
Cambridge 100
Medford 99
Berlin 97
Seattle 94
Milan 87
Tokyo 86
Jinan 80
Redmond 79
New York 78
Rome 73
Los Angeles 69
Helsinki 61
Seoul 61
Shenyang 59
Haiphong 57
Buffalo 56
Saint Petersburg 53
Mülheim 48
Changsha 47
Redondo Beach 47
Hebei 45
Redwood City 45
San Diego 45
Amman 44
Guangzhou 42
Nanchang 41
Shanghai 41
The Dalles 39
Tianjin 39
Zhengzhou 39
Da Nang 37
Abidjan 32
Brussels 30
Des Moines 29
Mahé 28
São Paulo 28
Jiaxing 26
Chicago 24
Olalla 23
Yubileyny 23
Hangzhou 22
London 22
Dearborn 21
Haikou 20
Ningbo 20
Phoenix 20
Florence 19
Naples 18
Bari 17
Lanzhou 17
Norwalk 17
Paris 17
San Francisco 17
Cesena 16
Gualtieri 16
Hải Dương 15
Munich 15
Taiyuan 15
Council Bluffs 14
Istanbul 14
Modena 14
Orem 14
Toronto 14
Washington 14
Atlanta 13
Fuzhou 13
Taizhou 13
Turin 13
Baghdad 12
Bangkok 12
Fidenza 12
Johannesburg 12
Totale 10.508
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Nome #
An FDD-based modal parameter-less proportional flexibility-resembling matrix for response-only damage detection 259
A Novel Time-Frequency Distribution for Real-Time Monitoring of Civil Infrastructures 239
Prediction of inelastic structural response using an average of spectral acceleration 232
Sui criteri di progetto di dissipatori fluido-viscosi per l’adeguamento sismico di strutture in cemento armato: modellazioni numeriche ed applicazioni 216
Modal testing through forced sine vibrations of a timber footbridge 213
A Procedure for the Displacement-Based Seismic Assessment of Infilled RC Frames 212
Instantaneous identification of densely instrumented structures using line topology sensor networks 212
Sviluppo e validazione di un modello a fibre con riferimento all’influenza del taglio sulla risposta non lineare di pareti in c.a. 196
On the output-only vibration-based damage detection of frame structures 193
Application of modal flexibility-based deflections for damage diagnosis of a steel frame structure 184
La vulnerabilità sismica del patrimonio edilizio dell’Università di Bologna: metodologia e analisi di alcuni casi esemplificativi 177
The contribution of urban-scale environmental monitoring to materials diagnostics: a study on the Cathedral of Modena (Italy) 175
Calcestruzzo strutturale con aggregati naturali e riciclati: indagini teoriche e sperimentali per la sostenibilità 171
Applicazione del metodo 2000 SAC/Fema per la valutazione probabilistica di strutture in c.a. 169
Output-only damage diagnosis for plan-symmetric buildings with asymmetric damage using modal flexibility-based deflections 169
Cap. Segnaletica di salute e sicurezza sul lavoro 167
A 2-DOF MODEL FOR THE DYNAMIC ANALYSIS OF UNREINFORCED MASONRY WALLS IN OUT-OF-PLANE BENDING 167
Analisi di affidabilità per la valutazione probabilistica di strutture in c.a. in zona sismica 162
A Methodology for the Direct Assessment of the Damping Ratio of Structures Equipped with Nonlinear Viscous Dampers 160
Structure-type classification and flexibility-based detection of earthquake-induced damage in full-scale RC buildings 158
Truncation error analysis on modal flexibility-based deflections: application to mass regular and irregular structures 157
Seismic structural health monitoring using the modal assurance distribution 155
Metodi nel dominio delle frequenze per l’identificazione dinamica di una passerella pedonale 154
Out-of-plane dynamic behaviour of unreinforced masonry walls in buildings with flexible diaphragms 150
Confronti tra analisi dinamiche non lineari e procedure di pushover avanzate per telai in c.a. regolari ed irregolari in elevazione 149
Experimental tests of RC beams strengthened with composite materials using IPN water-based resins 148
Nel cuore del Nettuno: struttura, forma, colore 148
Cap. Luoghi di lavoro, Le attrezzature di lavoro ed i dispositivi di protezione individuale 147
Real time damage detection through single low-cost smart sensor 145
Dynamic identification of a reinforced concrete structure by means of modal assurance distribution 145
A modal combination method for multi-modal pushover analysis 144
Clump interpolation error for the identification of damage using decentralized sensor networks 144
Design method for the rehabilitation of an existing RC hospital building with viscous dampers 143
Comparison between two methods in frequency domain for dynamic identification 143
Full probabilistic approach to seismic reliability assessment of RC frame structures 142
Application of displacement-based procedures for the assessment of infilled RC frames 142
Simplified probabilistic seismic assessment of RC frames with added viscous dampers 142
Comparison of OMA techniques and effect of added masses on the modal properties of a small steel frame 142
Effectiveness of 3D multi-modal pushover for plan-asymmetric RC frames 141
A model for the out-of-plane dynamic analysis of unreinforced masonry walls in buildings with flexible diaphragms 141
On the Design of Viscous Dampers for the Rehabilitation of Plan-Asymmetric Buildings 141
tipologie di isolamento alla base per la protezione sismica degli edifici 140
Application of pushover analysis procedures for predicting the seismic response of RC structures 140
Seismic reliability assessment of RC structures based on different ground motion prediction models 140
Effectiveness of different distributions of viscous damping coefficients for the seismic retrofit of regular and irregular RC frames 140
Response of RC structures subjected to horizontal and vertical ground motions 139
On the use of multivariate autoregressive models for vibration-based damage detection and localization 139
Comparison of different models for friction pendulum isolators in structures subjected to horizontal and vertical ground motions 138
Proposal of a direct procedure for evaluating the damping ratio of structures equipped with non-linear viscous dampers 136
Confronti tra procedure di pushover di tipo convenzionale, modale e adattivo 135
Comportamento fuori piano di pareti di edifici in muratura con diaframmi flessibili 135
Effectiveness of different standard and advanced pushover procedures for regular and irregular RC frames 134
Evaluation and reduction of the truncation effects on modal flexibility-based damage-sensitive features in frame buildings with mass irregularities 133
Evaluation of design procedures for passive systems and application to a case study 131
Analisi numerica e sperimentale di tegoli di copertura in conglomerato armato precompresso 131
NONLINEAR SEISMIC ANALYSIS OF INFILLED RC FRAMES WITH AN EQUIVALENT STRUT MODEL 131
On the pushover analysis as a method for evaluating the seismic response of RC buildings 129
Valutazione dell’efficacia di procedure di pushover convenzionali, modali e adattive per l’analisi sismica di edifici medio-alti in c.a. 129
A procedure for the direct determination of the required supplemental damping for the seismic retrofit with viscous dampers 129
SIMPLIFIED RELIABILITY ASSESSMENT OF RC FRAMES EQUIPPED WITH VISCOUS DAMPERS 129
Influenza della legge di attenuazione sull’analisi probabilistica della risposta sismica di strutture in c.a. 127
Il sisma del 6 aprile 2009: vulnerabilità e danni riscontrati su edifici monumentali 127
A Direct Design Methodology for the Seismic Retrofit of Existing Buildings with Dissipative Systems 127
Comparison of different distributions of viscous damper properties in asymmetric-plan frames 126
Detection of seismic damage on a RC building using the proportional flexibility-resembling matrix 125
Sull'utilizzo dell'analisi di pushover nella valutazione del comportamento sismico di strutture in c.a. 122
Prime considerazioni sugli effetti del terremoto sulle strutture in muratura in alcune località dell’Aquilano 122
A Procedure for the Design of Viscous Dampers to Be Inserted in Existing Plan-Asymmetric Buildings 122
Forced vibration tests carried out on a laminated timber footbridge: comparisons five years apart 121
Influence of added viscous dampers on the probabilistic seismic performance evaluation of RC frames 120
Extraction of modal parameters through Wavelet Transform 119
Effect of Diaphragm Flexibility on the Dynamic Behaviour of Unreinforced Masonry Walls in Out-of-Plane Bending 119
Damage Detection Through Modal Flexibility-Based Deflections: Application to a Full-Scale RC Shear Wall Building 119
A fibre beam column element for modelling the flexure-shear interaction in the non-linear analysis of RC structures 118
A Design Procedure for the Rehabilitation of Plan- Asymmetric Buildings with Viscous Dampers 118
A two-step direct method for estimating the seismic response of nonlinear structures equipped with nonlinear viscous dampers 118
Operational modal analysis of a plan-asymmetric RC frame structure subjected to a simulated random ground motion along different directions 118
On the application of output-only modal identification to base excited frame structures 118
Modellazione della risposta taglio-flessione in campo non lineare di elementi in c.a. 117
Time-history analysis of unreinforced masonry walls in out-of-plane bending: Influence of diaphragm flexibility 117
“Calcestruzzo strutturale in ambiente severo: il caso del complesso di Punta Perotti”. 116
Comparison of different methods for viscous damper placement in existing frame buildings 116
A Direct Procedure for the Estimate of the Inelastic Displacement Demand of Structures Equipped with Viscous Dampers 115
Influence of earthquake intensity measure on the probabilistic evaluation of RC buildings 114
Application of Direct Displacement-Based Design for plan-asymmetric RC frames 114
A direct method for the design of viscous dampers to be inserted in existing buildings 114
Simplified design methodology for systems equipped with non-linear viscous dampers 113
Damage detection of non-linear reinforced concrete structure by means of single sensing node 113
Application of pushover procedures for the seismic analysis of plan-asymmetric buildings 112
Extension of displacement-based assessment to infilled RC frames 111
Sull’impiego di procedure di pushover per l’analisi sismica di edifici in c.a. irregolari in pianta 110
Influence of shear in the non-linear analysis of RC members 109
Sistema di prefabbricazione e di edificazione 108
Seismic assessment of an existing RC hospital building: study for the rehabilitation with supplemental fluid-viscous dampers 108
Influenza della misura di intensità sismica sulla valutazione della probabilità di collasso di strutture in cemento armato 108
On the probabilistic seismic assessment of structures with added viscous dampers 108
Dynamic identification of a timber footbridge subject to vibration tests 108
Equivalent Viscous Damping for the Displacement-Based Seismic Assessment of Infilled RC Frames 107
Modelling of friction pendulum isolators in structures subjected to horizontal and vertical ground motions 106
Influenza dello scorrimento delle armature sulla risposta al collasso di elementi in c.a. presso-inflessi 106
Totale 14.088
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Categoria #
all - tutte 47.181
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 47.181
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021699 0 0 0 0 0 0 0 0 0 133 89 477
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
2025/20265.028 194 462 559 383 678 299 569 225 1.211 448 0 0
Totale 17.342