DIOTALLEVI, PIER PAOLO
 Distribuzione geografica
Continente #
NA - Nord America 6.004
AS - Asia 5.787
EU - Europa 5.361
SA - Sud America 436
Continente sconosciuto - Info sul continente non disponibili 366
AF - Africa 237
OC - Oceania 26
Totale 18.217
Nazione #
US - Stati Uniti d'America 5.905
CN - Cina 1.650
SG - Singapore 1.526
IT - Italia 1.358
VN - Vietnam 1.322
GB - Regno Unito 1.223
DE - Germania 875
FR - Francia 400
UA - Ucraina 358
HK - Hong Kong 355
IN - India 306
SE - Svezia 293
BR - Brasile 292
RU - Federazione Russa 272
IE - Irlanda 190
ZA - Sudafrica 126
EE - Estonia 104
JP - Giappone 100
BD - Bangladesh 96
KR - Corea 92
FI - Finlandia 70
CA - Canada 56
AR - Argentina 52
JO - Giordania 45
PH - Filippine 42
ID - Indonesia 40
NL - Olanda 40
TR - Turchia 37
SC - Seychelles 33
BE - Belgio 32
CI - Costa d'Avorio 32
TH - Thailandia 29
IQ - Iraq 24
PE - Perù 24
IR - Iran 22
CH - Svizzera 21
CL - Cile 21
MX - Messico 21
TW - Taiwan 20
EC - Ecuador 19
ES - Italia 18
PL - Polonia 15
NZ - Nuova Zelanda 14
GR - Grecia 13
AU - Australia 12
SA - Arabia Saudita 12
CZ - Repubblica Ceca 11
PK - Pakistan 10
RO - Romania 10
VE - Venezuela 10
AT - Austria 9
CO - Colombia 9
HR - Croazia 9
MY - Malesia 9
TG - Togo 9
UZ - Uzbekistan 9
EG - Egitto 8
JM - Giamaica 8
BG - Bulgaria 7
SM - San Marino 7
CR - Costa Rica 6
KE - Kenya 6
LB - Libano 6
PY - Paraguay 6
AE - Emirati Arabi Uniti 5
AL - Albania 5
ET - Etiopia 5
NP - Nepal 5
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
BS - Bahamas 1
CG - Congo 1
DK - Danimarca 1
DO - Repubblica Dominicana 1
EU - Europa 1
GD - Grenada 1
GT - Guatemala 1
GY - Guiana 1
Totale 17.841
Città #
Southend 1.060
Singapore 1.009
Santa Clara 480
San Jose 385
Ashburn 379
Chandler 366
Hong Kong 336
Fairfield 283
Princeton 271
Frankfurt am Main 262
Ho Chi Minh City 262
Dong Ket 257
Jacksonville 238
Wilmington 232
Bologna 223
Hanoi 220
Council Bluffs 203
Ann Arbor 192
Houston 192
Boardman 191
Dublin 190
Beijing 187
Nanjing 136
Lauterbourg 130
Woodbridge 129
Westminster 121
Padova 118
Hefei 114
Dallas 108
Cambridge 100
Medford 99
Berlin 97
Seattle 95
Milan 92
New York 91
Rome 86
Tokyo 86
Los Angeles 81
Jinan 80
Redmond 79
Buffalo 62
Helsinki 61
Seoul 61
Shenyang 59
Haiphong 57
Saint Petersburg 53
Mülheim 48
Changsha 47
Redondo Beach 47
San Diego 47
Hebei 45
Redwood City 45
Amman 44
Shanghai 44
Guangzhou 42
Nanchang 41
The Dalles 39
Tianjin 39
Zhengzhou 39
Da Nang 37
São Paulo 37
Abidjan 32
Brussels 30
Chicago 30
Des Moines 29
Mahé 28
Jiaxing 26
Phoenix 26
London 23
Olalla 23
Yubileyny 23
Hangzhou 22
Dearborn 21
Naples 21
Florence 20
Haikou 20
Ningbo 20
San Francisco 20
Bari 19
Atlanta 18
Lanzhou 17
Modena 17
Norwalk 17
Paris 17
Toronto 17
Cesena 16
Gualtieri 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 10.998
Nome #
An FDD-based modal parameter-less proportional flexibility-resembling matrix for response-only damage detection 282
A Novel Time-Frequency Distribution for Real-Time Monitoring of Civil Infrastructures 249
Prediction of inelastic structural response using an average of spectral acceleration 240
Sui criteri di progetto di dissipatori fluido-viscosi per l’adeguamento sismico di strutture in cemento armato: modellazioni numeriche ed applicazioni 224
Modal testing through forced sine vibrations of a timber footbridge 223
Instantaneous identification of densely instrumented structures using line topology sensor networks 223
A Procedure for the Displacement-Based Seismic Assessment of Infilled RC Frames 215
Sviluppo e validazione di un modello a fibre con riferimento all’influenza del taglio sulla risposta non lineare di pareti in c.a. 210
On the output-only vibration-based damage detection of frame structures 195
Cap. Segnaletica di salute e sicurezza sul lavoro 194
Application of modal flexibility-based deflections for damage diagnosis of a steel frame structure 190
La vulnerabilità sismica del patrimonio edilizio dell’Università di Bologna: metodologia e analisi di alcuni casi esemplificativi 187
The contribution of urban-scale environmental monitoring to materials diagnostics: a study on the Cathedral of Modena (Italy) 180
Applicazione del metodo 2000 SAC/Fema per la valutazione probabilistica di strutture in c.a. 176
Calcestruzzo strutturale con aggregati naturali e riciclati: indagini teoriche e sperimentali per la sostenibilità 175
A 2-DOF MODEL FOR THE DYNAMIC ANALYSIS OF UNREINFORCED MASONRY WALLS IN OUT-OF-PLANE BENDING 174
Output-only damage diagnosis for plan-symmetric buildings with asymmetric damage using modal flexibility-based deflections 173
Metodi nel dominio delle frequenze per l’identificazione dinamica di una passerella pedonale 172
Analisi di affidabilità per la valutazione probabilistica di strutture in c.a. in zona sismica 170
Structure-type classification and flexibility-based detection of earthquake-induced damage in full-scale RC buildings 164
A Methodology for the Direct Assessment of the Damping Ratio of Structures Equipped with Nonlinear Viscous Dampers 164
Design method for the rehabilitation of an existing RC hospital building with viscous dampers 163
Seismic structural health monitoring using the modal assurance distribution 163
Truncation error analysis on modal flexibility-based deflections: application to mass regular and irregular structures 162
Confronti tra analisi dinamiche non lineari e procedure di pushover avanzate per telai in c.a. regolari ed irregolari in elevazione 159
Full probabilistic approach to seismic reliability assessment of RC frame structures 156
Out-of-plane dynamic behaviour of unreinforced masonry walls in buildings with flexible diaphragms 156
Cap. Luoghi di lavoro, Le attrezzature di lavoro ed i dispositivi di protezione individuale 155
Nel cuore del Nettuno: struttura, forma, colore 153
Real time damage detection through single low-cost smart sensor 153
Comportamento fuori piano di pareti di edifici in muratura con diaframmi flessibili 152
Experimental tests of RC beams strengthened with composite materials using IPN water-based resins 151
Dynamic identification of a reinforced concrete structure by means of modal assurance distribution 151
Effectiveness of 3D multi-modal pushover for plan-asymmetric RC frames 149
Clump interpolation error for the identification of damage using decentralized sensor networks 149
Simplified probabilistic seismic assessment of RC frames with added viscous dampers 148
Comparison of OMA techniques and effect of added masses on the modal properties of a small steel frame 148
Comparison between two methods in frequency domain for dynamic identification 147
Effectiveness of different distributions of viscous damping coefficients for the seismic retrofit of regular and irregular RC frames 147
On the use of multivariate autoregressive models for vibration-based damage detection and localization 147
Detection of seismic damage on a RC building using the proportional flexibility-resembling matrix 146
tipologie di isolamento alla base per la protezione sismica degli edifici 146
Application of pushover analysis procedures for predicting the seismic response of RC structures 146
A modal combination method for multi-modal pushover analysis 146
Response of RC structures subjected to horizontal and vertical ground motions 145
On the Design of Viscous Dampers for the Rehabilitation of Plan-Asymmetric Buildings 145
Confronti tra procedure di pushover di tipo convenzionale, modale e adattivo 144
Comparison of different models for friction pendulum isolators in structures subjected to horizontal and vertical ground motions 144
Application of displacement-based procedures for the assessment of infilled RC frames 144
Seismic reliability assessment of RC structures based on different ground motion prediction models 143
Effectiveness of different standard and advanced pushover procedures for regular and irregular RC frames 143
A model for the out-of-plane dynamic analysis of unreinforced masonry walls in buildings with flexible diaphragms 143
Proposal of a direct procedure for evaluating the damping ratio of structures equipped with non-linear viscous dampers 142
Valutazione dell’efficacia di procedure di pushover convenzionali, modali e adattive per l’analisi sismica di edifici medio-alti in c.a. 141
Sistema di prefabbricazione e di edificazione 141
Evaluation and reduction of the truncation effects on modal flexibility-based damage-sensitive features in frame buildings with mass irregularities 141
Evaluation of design procedures for passive systems and application to a case study 140
On the pushover analysis as a method for evaluating the seismic response of RC buildings 136
A procedure for the direct determination of the required supplemental damping for the seismic retrofit with viscous dampers 136
NONLINEAR SEISMIC ANALYSIS OF INFILLED RC FRAMES WITH AN EQUIVALENT STRUT MODEL 136
On the application of output-only modal identification to base excited frame structures 136
Analisi numerica e sperimentale di tegoli di copertura in conglomerato armato precompresso 134
Il sisma del 6 aprile 2009: vulnerabilità e danni riscontrati su edifici monumentali 134
Prime considerazioni sugli effetti del terremoto sulle strutture in muratura in alcune località dell’Aquilano 132
Influenza della legge di attenuazione sull’analisi probabilistica della risposta sismica di strutture in c.a. 132
SIMPLIFIED RELIABILITY ASSESSMENT OF RC FRAMES EQUIPPED WITH VISCOUS DAMPERS 132
A Direct Design Methodology for the Seismic Retrofit of Existing Buildings with Dissipative Systems 131
Sull'utilizzo dell'analisi di pushover nella valutazione del comportamento sismico di strutture in c.a. 130
Comparison of different distributions of viscous damper properties in asymmetric-plan frames 128
Modellazione della risposta taglio-flessione in campo non lineare di elementi in c.a. 126
A Procedure for the Design of Viscous Dampers to Be Inserted in Existing Plan-Asymmetric Buildings 126
Time-history analysis of unreinforced masonry walls in out-of-plane bending: Influence of diaphragm flexibility 126
Damage Detection Through Modal Flexibility-Based Deflections: Application to a Full-Scale RC Shear Wall Building 125
Effect of Diaphragm Flexibility on the Dynamic Behaviour of Unreinforced Masonry Walls in Out-of-Plane Bending 124
Influence of added viscous dampers on the probabilistic seismic performance evaluation of RC frames 124
Simplified design methodology for systems equipped with non-linear viscous dampers 123
Extraction of modal parameters through Wavelet Transform 123
Forced vibration tests carried out on a laminated timber footbridge: comparisons five years apart 122
“Calcestruzzo strutturale in ambiente severo: il caso del complesso di Punta Perotti”. 122
A two-step direct method for estimating the seismic response of nonlinear structures equipped with nonlinear viscous dampers 122
A fibre beam column element for modelling the flexure-shear interaction in the non-linear analysis of RC structures 121
Operational modal analysis of a plan-asymmetric RC frame structure subjected to a simulated random ground motion along different directions 121
Damage detection of non-linear reinforced concrete structure by means of single sensing node 121
Influence of earthquake intensity measure on the probabilistic evaluation of RC buildings 119
A Direct Procedure for the Estimate of the Inelastic Displacement Demand of Structures Equipped with Viscous Dampers 119
A Design Procedure for the Rehabilitation of Plan- Asymmetric Buildings with Viscous Dampers 119
Application of pushover procedures for the seismic analysis of plan-asymmetric buildings 118
Comparison of different methods for viscous damper placement in existing frame buildings 118
Modelling of friction pendulum isolators in structures subjected to horizontal and vertical ground motions 118
Sull’impiego di procedure di pushover per l’analisi sismica di edifici in c.a. irregolari in pianta 117
A direct method for the design of viscous dampers to be inserted in existing buildings 117
Application of Direct Displacement-Based Design for plan-asymmetric RC frames 115
Design procedure for the seismic retrofit of existing RC buildings with viscous dampers: a case study 114
Extension of displacement-based assessment to infilled RC frames 114
Influence of shear in the non-linear analysis of RC members 114
Seismic assessment of an existing RC hospital building: study for the rehabilitation with supplemental fluid-viscous dampers 113
Evaluation of conventional and advanced pushover procedures for regular and irregular RC frames 112
On the probabilistic seismic assessment of structures with added viscous dampers 112
Influenza dello scorrimento delle armature sulla risposta al collasso di elementi in c.a. presso-inflessi 110
Equivalent Viscous Damping for the Displacement-Based Seismic Assessment of Infilled RC Frames 109
Totale 14.810
Categoria #
all - tutte 52.318
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 52.318


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.739 0 125 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
2025/20265.550 194 462 559 383 678 299 569 225 1.211 551 158 261
2026/2027353 139 214 0 0 0 0 0 0 0 0 0 0
Totale 18.217