CRIS Current Research Information System

DIOTALLEVI, PIER PAOLO
 Distribuzione geografica
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Continente #
EU - Europa 4.381
NA - Nord America 4.049
AS - Asia 2.068
AF - Africa 164
OC - Oceania 20
SA - Sud America 14
Continente sconosciuto - Info sul continente non disponibili 1
Totale 10.697
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Nazione #
US - Stati Uniti d'America 4.026
GB - Regno Unito 1.176
IT - Italia 983
CN - Cina 843
DE - Germania 806
SG - Singapore 482
VN - Vietnam 369
UA - Ucraina 348
SE - Svezia 286
IN - India 242
FR - Francia 189
IE - Irlanda 183
RU - Federazione Russa 149
ZA - Sudafrica 106
EE - Estonia 104
JO - Giordania 42
FI - Finlandia 37
SC - Seychelles 29
BE - Belgio 27
CA - Canada 22
CH - Svizzera 20
IR - Iran 17
CI - Costa d'Avorio 16
TR - Turchia 15
JP - Giappone 14
NZ - Nuova Zelanda 12
NL - Olanda 11
HR - Croazia 9
RO - Romania 9
TG - Togo 9
AU - Australia 8
KR - Corea 8
GR - Grecia 7
ID - Indonesia 7
SM - San Marino 7
BG - Bulgaria 6
PE - Perù 6
PL - Polonia 6
ES - Italia 5
LB - Libano 5
AT - Austria 3
BR - Brasile 3
CL - Cile 3
CY - Cipro 3
CZ - Repubblica Ceca 3
MY - Malesia 3
OM - Oman 3
PT - Portogallo 3
TW - Taiwan 3
EG - Egitto 2
HK - Hong Kong 2
HU - Ungheria 2
PH - Filippine 2
PS - Palestinian Territory 2
UZ - Uzbekistan 2
AR - Argentina 1
EC - Ecuador 1
EU - Europa 1
IL - Israele 1
LK - Sri Lanka 1
MC - Monaco 1
MX - Messico 1
NG - Nigeria 1
SA - Arabia Saudita 1
SI - Slovenia 1
SN - Senegal 1
TH - Thailandia 1
Totale 10.697
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Città #
Southend 1.060
Singapore 430
Chandler 365
Fairfield 282
Princeton 271
Dong Ket 257
Ashburn 254
Jacksonville 237
Wilmington 231
Frankfurt am Main 226
Santa Clara 216
Ann Arbor 192
Bologna 189
Houston 184
Dublin 183
Boardman 157
Nanjing 134
Woodbridge 129
Westminster 121
Padova 115
Cambridge 99
Medford 99
Berlin 97
Seattle 90
Redmond 79
Jinan 75
Shenyang 54
Saint Petersburg 53
Mülheim 48
New York 47
Milan 46
Hebei 45
Redwood City 45
San Diego 45
Amman 42
Nanchang 40
Rome 39
Helsinki 36
Changsha 35
Tianjin 31
Beijing 30
Zhengzhou 30
Des Moines 29
Mahé 28
Brussels 27
Jiaxing 26
Guangzhou 24
Olalla 23
Dearborn 21
Ningbo 20
Haikou 18
Norwalk 17
Abidjan 16
Gualtieri 16
Hangzhou 16
Lanzhou 16
Shanghai 16
Taiyuan 14
Chicago 13
Taizhou 13
Tokyo 13
Washington 13
Fidenza 12
Fuzhou 12
London 11
Napoli 11
Paris 11
Boydton 10
Istanbul 10
Modena 10
San Venanzo 10
Turin 10
Buccinasco 9
Bühl 9
Lomé 9
Parma 9
Verona 9
Casalecchio Di Reno 8
Falls Church 8
Genoa 8
Kunming 8
Naples 8
Abano Terme 7
Borgo Maggiore 7
Cesena 7
Cranbrook 7
Pune 7
Toronto 7
Frankfurt Am Main 6
Hefei 6
Los Angeles 6
Phoenix 6
Piacenza 6
Reggio Emilia 6
Reggio Nell'emilia 6
San Francisco 6
Vancouver 6
Catania 5
Foggia 5
Lima 5
Totale 7.120
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Nome #
Sui criteri di progetto di dissipatori fluido-viscosi per l’adeguamento sismico di strutture in cemento armato: modellazioni numeriche ed applicazioni 167
A Novel Time-Frequency Distribution for Real-Time Monitoring of Civil Infrastructures 159
Modal testing through forced sine vibrations of a timber footbridge 158
A Procedure for the Displacement-Based Seismic Assessment of Infilled RC Frames 158
Prediction of inelastic structural response using an average of spectral acceleration 139
On the output-only vibration-based damage detection of frame structures 138
Application of modal flexibility-based deflections for damage diagnosis of a steel frame structure 136
Instantaneous identification of densely instrumented structures using line topology sensor networks 134
A Methodology for the Direct Assessment of the Damping Ratio of Structures Equipped with Nonlinear Viscous Dampers 131
Calcestruzzo strutturale con aggregati naturali e riciclati: indagini teoriche e sperimentali per la sostenibilità 122
The contribution of urban-scale environmental monitoring to materials diagnostics: a study on the Cathedral of Modena (Italy) 119
A 2-DOF MODEL FOR THE DYNAMIC ANALYSIS OF UNREINFORCED MASONRY WALLS IN OUT-OF-PLANE BENDING 118
Cap. Segnaletica di salute e sicurezza sul lavoro 112
An FDD-based modal parameter-less proportional flexibility-resembling matrix for response-only damage detection 109
Metodi nel dominio delle frequenze per l’identificazione dinamica di una passerella pedonale 109
Out-of-plane dynamic behaviour of unreinforced masonry walls in buildings with flexible diaphragms 109
Experimental tests of RC beams strengthened with composite materials using IPN water-based resins 108
Comparison between two methods in frequency domain for dynamic identification 107
Applicazione del metodo 2000 SAC/Fema per la valutazione probabilistica di strutture in c.a. 106
Truncation error analysis on modal flexibility-based deflections: application to mass regular and irregular structures 106
Analisi di affidabilità per la valutazione probabilistica di strutture in c.a. in zona sismica 105
A model for the out-of-plane dynamic analysis of unreinforced masonry walls in buildings with flexible diaphragms 104
Analisi numerica e sperimentale di tegoli di copertura in conglomerato armato precompresso 103
Confronti tra analisi dinamiche non lineari e procedure di pushover avanzate per telai in c.a. regolari ed irregolari in elevazione 101
Design method for the rehabilitation of an existing RC hospital building with viscous dampers 100
Effectiveness of different distributions of viscous damping coefficients for the seismic retrofit of regular and irregular RC frames 100
Simplified probabilistic seismic assessment of RC frames with added viscous dampers 100
Comportamento fuori piano di pareti di edifici in muratura con diaframmi flessibili 98
Application of displacement-based procedures for the assessment of infilled RC frames 98
A modal combination method for multi-modal pushover analysis 98
Sviluppo e validazione di un modello a fibre con riferimento all’influenza del taglio sulla risposta non lineare di pareti in c.a. 97
A procedure for the direct determination of the required supplemental damping for the seismic retrofit with viscous dampers 95
Clump interpolation error for the identification of damage using decentralized sensor networks 95
Seismic structural health monitoring using the modal assurance distribution 95
Application of pushover analysis procedures for predicting the seismic response of RC structures 93
Output-only damage diagnosis for plan-symmetric buildings with asymmetric damage using modal flexibility-based deflections 93
Cap. Luoghi di lavoro, Le attrezzature di lavoro ed i dispositivi di protezione individuale 91
Nel cuore del Nettuno: struttura, forma, colore 91
“Calcestruzzo strutturale in ambiente severo: il caso del complesso di Punta Perotti”. 90
On the Design of Viscous Dampers for the Rehabilitation of Plan-Asymmetric Buildings 90
Influenza della legge di attenuazione sull’analisi probabilistica della risposta sismica di strutture in c.a. 89
A Direct Design Methodology for the Seismic Retrofit of Existing Buildings with Dissipative Systems 89
SIMPLIFIED RELIABILITY ASSESSMENT OF RC FRAMES EQUIPPED WITH VISCOUS DAMPERS 89
Il sisma del 6 aprile 2009: vulnerabilità e danni riscontrati su edifici monumentali 88
NONLINEAR SEISMIC ANALYSIS OF INFILLED RC FRAMES WITH AN EQUIVALENT STRUT MODEL 88
La vulnerabilità sismica del patrimonio edilizio dell’Università di Bologna: metodologia e analisi di alcuni casi esemplificativi 88
Proposal of a direct procedure for evaluating the damping ratio of structures equipped with non-linear viscous dampers 87
Effectiveness of 3D multi-modal pushover for plan-asymmetric RC frames 87
A Direct Procedure for the Estimate of the Inelastic Displacement Demand of Structures Equipped with Viscous Dampers 87
tipologie di isolamento alla base per la protezione sismica degli edifici 86
A Design Procedure for the Rehabilitation of Plan- Asymmetric Buildings with Viscous Dampers 86
Comparison of OMA techniques and effect of added masses on the modal properties of a small steel frame 86
null 86
Real time damage detection through single low-cost smart sensor 86
Valutazione dell’efficacia di procedure di pushover convenzionali, modali e adattive per l’analisi sismica di edifici medio-alti in c.a. 85
A Procedure for the Design of Viscous Dampers to Be Inserted in Existing Plan-Asymmetric Buildings 85
null 85
Effectiveness of different standard and advanced pushover procedures for regular and irregular RC frames 85
On the use of multivariate autoregressive models for vibration-based damage detection and localization 85
Extraction of modal parameters through Wavelet Transform 83
Seismic reliability assessment of RC structures based on different ground motion prediction models 83
Application of Direct Displacement-Based Design for plan-asymmetric RC frames 83
Comparison of different methods for viscous damper placement in existing frame buildings 83
Dynamic identification of a reinforced concrete structure by means of modal assurance distribution 83
Full probabilistic approach to seismic reliability assessment of RC frame structures 82
Prime considerazioni sugli effetti del terremoto sulle strutture in muratura in alcune località dell’Aquilano 82
Effect of Diaphragm Flexibility on the Dynamic Behaviour of Unreinforced Masonry Walls in Out-of-Plane Bending 82
A two-step direct method for estimating the seismic response of nonlinear structures equipped with nonlinear viscous dampers 82
Sull’impiego di procedure di pushover per l’analisi sismica di edifici in c.a. irregolari in pianta 80
Confronti tra procedure di pushover di tipo convenzionale, modale e adattivo 79
null 79
A fibre beam column element for modelling the flexure-shear interaction in the non-linear analysis of RC structures 77
Response of RC structures subjected to horizontal and vertical ground motions 76
Sistema di prefabbricazione e di edificazione 76
Extension of displacement-based assessment to infilled RC frames 75
On the pushover analysis as a method for evaluating the seismic response of RC buildings 74
Sull'utilizzo dell'analisi di pushover nella valutazione del comportamento sismico di strutture in c.a. 73
Evaluation of design procedures for passive systems and application to a case study 73
Influence of added viscous dampers on the probabilistic seismic performance evaluation of RC frames 73
Application of pushover procedures for the seismic analysis of plan-asymmetric buildings 72
Influence of shear in the non-linear analysis of RC members 72
Influence of earthquake intensity measure on the probabilistic evaluation of RC buildings 71
Forced vibration tests carried out on a laminated timber footbridge: comparisons five years apart 71
Seismic assessment of an existing RC hospital building: study for the rehabilitation with supplemental fluid-viscous dampers 69
Tecnologie per la Protezione dal Rischio Sismico: Strategie e Prospettive 69
Comparison of different distributions of viscous damper properties in asymmetric-plan frames 69
Modellazione della risposta taglio-flessione in campo non lineare di elementi in c.a. 68
A direct method for the design of viscous dampers to be inserted in existing buildings 68
Time-history analysis of unreinforced masonry walls in out-of-plane bending: Influence of diaphragm flexibility 68
Comparison of different models for friction pendulum isolators in structures subjected to horizontal and vertical ground motions 67
Vibration-based structural damage detection using a decentralized network with limited sensors 67
Influenza della misura di intensità sismica sulla valutazione della probabilità di collasso di strutture in cemento armato 66
Calibration of an Equivalent Strut Model for the Nonlinear Seismic Analysis of Infilled RC Frames 66
Evaluation of conventional and advanced pushover procedures for regular and irregular RC frames 65
Equivalent Viscous Damping for the Displacement-Based Seismic Assessment of Infilled RC Frames 65
Influenza dello scorrimento delle armature sulla risposta al collasso di elementi in c.a. presso-inflessi 65
Displacement-based seismic design and analysis of plan-asymmetric RC frames 64
On the probabilistic seismic assessment of structures with added viscous dampers 64
La valutazione sulle adiacenti costruzioni dell’effetto dinamico procurato dall’esplosione e dal crollo dell’edificio di Punta Perotti 64
Damage Detection Through Modal Flexibility-Based Deflections: Application to a Full-Scale RC Shear Wall Building 64
Totale 9.121
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Categoria #
all - tutte 28.668
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 28.668
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.210 0 0 0 0 100 142 156 228 211 137 95 141
2020/20211.602 315 71 42 61 34 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
2024/20251.558 125 501 280 242 410 0 0 0 0 0 0 0
Totale 11.010