CRIS Current Research Information System

DIOTALLEVI, PIER PAOLO
 Distribuzione geografica
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Continente #
EU - Europa 4.907
NA - Nord America 4.805
AS - Asia 4.247
SA - Sud America 346
AF - Africa 206
OC - Oceania 24
Continente sconosciuto - Info sul continente non disponibili 1
Totale 14.536
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Nazione #
US - Stati Uniti d'America 4.746
CN - Cina 1.445
SG - Singapore 1.319
GB - Regno Unito 1.194
IT - Italia 1.193
DE - Germania 857
VN - Vietnam 567
UA - Ucraina 353
HK - Hong Kong 314
SE - Svezia 290
IN - India 272
RU - Federazione Russa 266
FR - Francia 252
BR - Brasile 240
IE - Irlanda 186
ZA - Sudafrica 113
EE - Estonia 104
JP - Giappone 80
KR - Corea 69
AR - Argentina 47
FI - Finlandia 47
JO - Giordania 43
CA - Canada 38
CI - Costa d'Avorio 32
ID - Indonesia 32
SC - Seychelles 32
NL - Olanda 30
BE - Belgio 28
TR - Turchia 24
IR - Iran 21
CH - Svizzera 20
PE - Perù 19
EC - Ecuador 16
MX - Messico 16
NZ - Nuova Zelanda 13
AU - Australia 11
ES - Italia 11
PL - Polonia 10
BD - Bangladesh 9
HR - Croazia 9
RO - Romania 9
TG - Togo 9
AT - Austria 8
CL - Cile 8
GR - Grecia 8
BG - Bulgaria 7
CO - Colombia 7
EG - Egitto 7
MY - Malesia 7
SM - San Marino 7
IQ - Iraq 5
LB - Libano 5
UZ - Uzbekistan 5
CZ - Repubblica Ceca 4
KE - Kenya 4
PY - Paraguay 4
TW - Taiwan 4
AE - Emirati Arabi Uniti 3
AL - Albania 3
CY - Cipro 3
HU - Ungheria 3
IL - Israele 3
OM - Oman 3
PT - Portogallo 3
CR - Costa Rica 2
JM - Giamaica 2
PH - Filippine 2
PS - Palestinian Territory 2
SA - Arabia Saudita 2
SN - Senegal 2
UY - Uruguay 2
VE - Venezuela 2
AM - Armenia 1
AO - Angola 1
AZ - Azerbaigian 1
BF - Burkina Faso 1
CG - Congo 1
DO - Repubblica Dominicana 1
EU - Europa 1
GY - Guiana 1
KW - Kuwait 1
LK - Sri Lanka 1
LT - Lituania 1
MA - Marocco 1
MC - Monaco 1
MG - Madagascar 1
NG - Nigeria 1
NP - Nepal 1
PK - Pakistan 1
RS - Serbia 1
SI - Slovenia 1
SK - Slovacchia (Repubblica Slovacca) 1
SY - Repubblica araba siriana 1
TH - Thailandia 1
TN - Tunisia 1
Totale 14.536
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Città #
Southend 1.060
Singapore 823
Santa Clara 454
Chandler 365
Hong Kong 311
Ashburn 308
Fairfield 282
Princeton 271
Dong Ket 257
Frankfurt am Main 252
Jacksonville 237
Wilmington 231
Bologna 209
Ann Arbor 192
Houston 187
Dublin 186
Beijing 162
Boardman 161
Nanjing 135
Woodbridge 129
Westminster 121
Padova 118
Hefei 113
Cambridge 99
Medford 99
Berlin 97
Dallas 95
Seattle 94
Milan 81
Jinan 80
Redmond 79
Tokyo 77
Rome 67
Los Angeles 66
Ho Chi Minh City 61
New York 60
Seoul 60
Hanoi 57
Shenyang 57
Buffalo 54
Saint Petersburg 53
Mülheim 48
Redondo Beach 47
Hebei 45
Redwood City 45
San Diego 45
Amman 43
Changsha 43
Nanchang 40
Helsinki 38
Zhengzhou 38
Shanghai 36
Tianjin 34
Guangzhou 33
Abidjan 32
Des Moines 29
Brussels 28
Mahé 28
Jiaxing 26
São Paulo 24
Olalla 23
Yubileyny 23
Dearborn 21
Haikou 20
Ningbo 20
Chicago 19
Hangzhou 18
London 18
Norwalk 17
Cesena 16
Florence 16
Gualtieri 16
Lanzhou 16
Naples 16
Phoenix 16
Paris 15
San Francisco 15
Taiyuan 15
The Dalles 15
Munich 14
Washington 14
Taizhou 13
Fidenza 12
Fuzhou 12
Haiphong 12
Modena 12
Parma 12
Turin 12
Bari 11
Bengaluru 11
Istanbul 11
Napoli 11
Toronto 11
Boydton 10
San Venanzo 10
Buccinasco 9
Bühl 9
Kunming 9
Lima region 9
Lomé 9
Totale 9.170
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Nome #
An FDD-based modal parameter-less proportional flexibility-resembling matrix for response-only damage detection 218
A Novel Time-Frequency Distribution for Real-Time Monitoring of Civil Infrastructures 204
Sui criteri di progetto di dissipatori fluido-viscosi per l’adeguamento sismico di strutture in cemento armato: modellazioni numeriche ed applicazioni 199
Prediction of inelastic structural response using an average of spectral acceleration 197
Modal testing through forced sine vibrations of a timber footbridge 193
A Procedure for the Displacement-Based Seismic Assessment of Infilled RC Frames 186
Instantaneous identification of densely instrumented structures using line topology sensor networks 177
On the output-only vibration-based damage detection of frame structures 173
Sviluppo e validazione di un modello a fibre con riferimento all’influenza del taglio sulla risposta non lineare di pareti in c.a. 171
Calcestruzzo strutturale con aggregati naturali e riciclati: indagini teoriche e sperimentali per la sostenibilità 165
Application of modal flexibility-based deflections for damage diagnosis of a steel frame structure 163
The contribution of urban-scale environmental monitoring to materials diagnostics: a study on the Cathedral of Modena (Italy) 155
Applicazione del metodo 2000 SAC/Fema per la valutazione probabilistica di strutture in c.a. 149
A Methodology for the Direct Assessment of the Damping Ratio of Structures Equipped with Nonlinear Viscous Dampers 149
Analisi di affidabilità per la valutazione probabilistica di strutture in c.a. in zona sismica 145
A 2-DOF MODEL FOR THE DYNAMIC ANALYSIS OF UNREINFORCED MASONRY WALLS IN OUT-OF-PLANE BENDING 140
Cap. Segnaletica di salute e sicurezza sul lavoro 138
La vulnerabilità sismica del patrimonio edilizio dell’Università di Bologna: metodologia e analisi di alcuni casi esemplificativi 137
Output-only damage diagnosis for plan-symmetric buildings with asymmetric damage using modal flexibility-based deflections 135
Metodi nel dominio delle frequenze per l’identificazione dinamica di una passerella pedonale 134
Structure-type classification and flexibility-based detection of earthquake-induced damage in full-scale RC buildings 133
Confronti tra analisi dinamiche non lineari e procedure di pushover avanzate per telai in c.a. regolari ed irregolari in elevazione 133
Experimental tests of RC beams strengthened with composite materials using IPN water-based resins 133
Out-of-plane dynamic behaviour of unreinforced masonry walls in buildings with flexible diaphragms 132
Truncation error analysis on modal flexibility-based deflections: application to mass regular and irregular structures 131
Seismic reliability assessment of RC structures based on different ground motion prediction models 130
Effectiveness of different distributions of viscous damping coefficients for the seismic retrofit of regular and irregular RC frames 130
Comparison between two methods in frequency domain for dynamic identification 129
tipologie di isolamento alla base per la protezione sismica degli edifici 126
Design method for the rehabilitation of an existing RC hospital building with viscous dampers 126
A model for the out-of-plane dynamic analysis of unreinforced masonry walls in buildings with flexible diaphragms 126
Cap. Luoghi di lavoro, Le attrezzature di lavoro ed i dispositivi di protezione individuale 125
Seismic structural health monitoring using the modal assurance distribution 125
Application of displacement-based procedures for the assessment of infilled RC frames 124
Simplified probabilistic seismic assessment of RC frames with added viscous dampers 124
Full probabilistic approach to seismic reliability assessment of RC frame structures 123
Nel cuore del Nettuno: struttura, forma, colore 123
Clump interpolation error for the identification of damage using decentralized sensor networks 123
Application of pushover analysis procedures for predicting the seismic response of RC structures 122
On the Design of Viscous Dampers for the Rehabilitation of Plan-Asymmetric Buildings 121
Analisi numerica e sperimentale di tegoli di copertura in conglomerato armato precompresso 120
Comportamento fuori piano di pareti di edifici in muratura con diaframmi flessibili 120
Effectiveness of 3D multi-modal pushover for plan-asymmetric RC frames 119
Comparison of OMA techniques and effect of added masses on the modal properties of a small steel frame 119
A modal combination method for multi-modal pushover analysis 119
Dynamic identification of a reinforced concrete structure by means of modal assurance distribution 119
On the pushover analysis as a method for evaluating the seismic response of RC buildings 118
Response of RC structures subjected to horizontal and vertical ground motions 118
Confronti tra procedure di pushover di tipo convenzionale, modale e adattivo 118
A procedure for the direct determination of the required supplemental damping for the seismic retrofit with viscous dampers 118
Real time damage detection through single low-cost smart sensor 118
Influenza della legge di attenuazione sull’analisi probabilistica della risposta sismica di strutture in c.a. 116
On the use of multivariate autoregressive models for vibration-based damage detection and localization 115
Valutazione dell’efficacia di procedure di pushover convenzionali, modali e adattive per l’analisi sismica di edifici medio-alti in c.a. 114
A Direct Design Methodology for the Seismic Retrofit of Existing Buildings with Dissipative Systems 114
Proposal of a direct procedure for evaluating the damping ratio of structures equipped with non-linear viscous dampers 112
Il sisma del 6 aprile 2009: vulnerabilità e danni riscontrati su edifici monumentali 112
Evaluation of design procedures for passive systems and application to a case study 111
Prime considerazioni sugli effetti del terremoto sulle strutture in muratura in alcune località dell’Aquilano 111
A Procedure for the Design of Viscous Dampers to Be Inserted in Existing Plan-Asymmetric Buildings 111
Effectiveness of different standard and advanced pushover procedures for regular and irregular RC frames 111
NONLINEAR SEISMIC ANALYSIS OF INFILLED RC FRAMES WITH AN EQUIVALENT STRUT MODEL 111
Comparison of different models for friction pendulum isolators in structures subjected to horizontal and vertical ground motions 111
SIMPLIFIED RELIABILITY ASSESSMENT OF RC FRAMES EQUIPPED WITH VISCOUS DAMPERS 111
Sull'utilizzo dell'analisi di pushover nella valutazione del comportamento sismico di strutture in c.a. 108
“Calcestruzzo strutturale in ambiente severo: il caso del complesso di Punta Perotti”. 108
Effect of Diaphragm Flexibility on the Dynamic Behaviour of Unreinforced Masonry Walls in Out-of-Plane Bending 104
Comparison of different distributions of viscous damper properties in asymmetric-plan frames 104
Extraction of modal parameters through Wavelet Transform 103
A fibre beam column element for modelling the flexure-shear interaction in the non-linear analysis of RC structures 103
A Direct Procedure for the Estimate of the Inelastic Displacement Demand of Structures Equipped with Viscous Dampers 102
A Design Procedure for the Rehabilitation of Plan- Asymmetric Buildings with Viscous Dampers 102
Comparison of different methods for viscous damper placement in existing frame buildings 102
Modellazione della risposta taglio-flessione in campo non lineare di elementi in c.a. 101
Application of Direct Displacement-Based Design for plan-asymmetric RC frames 101
A two-step direct method for estimating the seismic response of nonlinear structures equipped with nonlinear viscous dampers 101
Influence of earthquake intensity measure on the probabilistic evaluation of RC buildings 99
Seismic assessment of an existing RC hospital building: study for the rehabilitation with supplemental fluid-viscous dampers 98
Influence of added viscous dampers on the probabilistic seismic performance evaluation of RC frames 98
Sull’impiego di procedure di pushover per l’analisi sismica di edifici in c.a. irregolari in pianta 97
Extension of displacement-based assessment to infilled RC frames 97
Influence of shear in the non-linear analysis of RC members 97
Evaluation and reduction of the truncation effects on modal flexibility-based damage-sensitive features in frame buildings with mass irregularities 97
Application of pushover procedures for the seismic analysis of plan-asymmetric buildings 96
Forced vibration tests carried out on a laminated timber footbridge: comparisons five years apart 95
Damage Detection Through Modal Flexibility-Based Deflections: Application to a Full-Scale RC Shear Wall Building 95
Sistema di prefabbricazione e di edificazione 94
Equivalent Viscous Damping for the Displacement-Based Seismic Assessment of Infilled RC Frames 94
Time-history analysis of unreinforced masonry walls in out-of-plane bending: Influence of diaphragm flexibility 94
Operational modal analysis of a plan-asymmetric RC frame structure subjected to a simulated random ground motion along different directions 94
On the application of output-only modal identification to base excited frame structures 94
Simplified design methodology for systems equipped with non-linear viscous dampers 92
A direct method for the design of viscous dampers to be inserted in existing buildings 92
Detection of seismic damage on a RC building using the proportional flexibility-resembling matrix 91
Tecnologie per la Protezione dal Rischio Sismico: Strategie e Prospettive 90
Evaluation of conventional and advanced pushover procedures for regular and irregular RC frames 90
Dynamic identification of a timber footbridge subject to vibration tests 90
On the probabilistic seismic assessment of structures with added viscous dampers 89
Damage detection of non-linear reinforced concrete structure by means of single sensing node 89
Influenza della misura di intensità sismica sulla valutazione della probabilità di collasso di strutture in cemento armato 88
Totale 12.122
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Categoria #
all - tutte 43.083
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 43.083
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.079 0 0 0 0 0 78 47 104 151 133 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
2025/20262.541 194 462 559 383 678 265 0 0 0 0 0 0
Totale 14.855