DI CESARE, ANTONIO
 Distribuzione geografica
Continente #
NA - Nord America 6.541
EU - Europa 3.137
AS - Asia 2.571
SA - Sud America 228
AF - Africa 34
OC - Oceania 22
Continente sconosciuto - Info sul continente non disponibili 3
Totale 12.536
Nazione #
US - Stati Uniti d'America 6.352
CN - Cina 981
IT - Italia 946
SG - Singapore 626
UA - Ucraina 587
DE - Germania 490
VN - Vietnam 430
HK - Hong Kong 272
RU - Federazione Russa 258
GB - Regno Unito 220
SE - Svezia 201
BR - Brasile 159
CA - Canada 155
FI - Finlandia 122
FR - Francia 75
IE - Irlanda 55
TR - Turchia 54
NL - Olanda 45
IN - India 42
PL - Polonia 30
MX - Messico 29
JO - Giordania 28
AR - Argentina 25
JP - Giappone 24
CZ - Repubblica Ceca 23
IR - Iran 23
AU - Australia 20
BE - Belgio 17
ES - Italia 16
BD - Bangladesh 15
CH - Svizzera 15
KR - Corea 13
ZA - Sudafrica 12
LT - Lituania 11
TW - Taiwan 11
CL - Cile 9
CO - Colombia 9
EC - Ecuador 9
IQ - Iraq 8
PE - Perù 8
PK - Pakistan 8
AT - Austria 7
EG - Egitto 7
ID - Indonesia 7
BG - Bulgaria 4
KE - Kenya 4
UZ - Uzbekistan 4
AM - Armenia 3
ET - Etiopia 3
LA - Repubblica Popolare Democratica del Laos 3
MA - Marocco 3
PT - Portogallo 3
RO - Romania 3
AE - Emirati Arabi Uniti 2
AL - Albania 2
BO - Bolivia 2
EU - Europa 2
IL - Israele 2
KG - Kirghizistan 2
MY - Malesia 2
NO - Norvegia 2
NZ - Nuova Zelanda 2
PA - Panama 2
PY - Paraguay 2
TH - Thailandia 2
TN - Tunisia 2
UY - Uruguay 2
VE - Venezuela 2
AF - Afghanistan, Repubblica islamica di 1
AZ - Azerbaigian 1
CM - Camerun 1
CY - Cipro 1
GR - Grecia 1
GT - Guatemala 1
HN - Honduras 1
IM - Isola di Man 1
JM - Giamaica 1
KZ - Kazakistan 1
LB - Libano 1
LK - Sri Lanka 1
LU - Lussemburgo 1
LV - Lettonia 1
LY - Libia 1
PH - Filippine 1
QA - Qatar 1
SK - Slovacchia (Repubblica Slovacca) 1
SN - Senegal 1
SR - Suriname 1
SY - Repubblica araba siriana 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 12.536
Città #
Woodbridge 610
Ann Arbor 571
Jacksonville 525
Ashburn 450
Houston 449
Fairfield 360
Chandler 359
Dong Ket 295
Singapore 277
Dallas 274
Hong Kong 261
Beijing 259
Boardman 214
Wilmington 202
Nanjing 199
The Dalles 182
Seattle 158
Cambridge 123
Milan 119
New York 101
Toronto 97
Princeton 92
Nanchang 91
Centro 89
Los Angeles 86
Kent 75
Rome 71
Ogden 67
Dublin 55
Ho Chi Minh City 46
Munich 46
Helsinki 41
Buffalo 39
Moscow 39
London 32
Tianjin 32
Kunming 31
Shenyang 30
Amman 28
Hanoi 28
Santa Clara 28
Warsaw 25
Hebei 24
São Paulo 24
San Diego 23
San Francisco 20
Ankara 19
Changsha 19
Hangzhou 19
Montreal 19
Phoenix 18
Brussels 17
Naples 17
Amsterdam 16
Jiaxing 16
Lanzhou 16
Poplar 16
Chennai 15
Frankfurt am Main 15
Orem 15
Shanghai 15
Tokyo 15
Brooklyn 14
Changchun 14
Jinan 14
Redwood City 13
Stockholm 13
Denver 12
Guangzhou 12
Haiphong 12
Hanover 12
Mexico City 12
Nürnberg 12
Olomouc 12
Bologna 11
Dearborn 11
Potenza 11
Brno 10
Indiana 10
Johannesburg 10
Norwalk 10
Yuseong-gu 10
Atlanta 9
Council Bluffs 9
Da Nang 9
Des Moines 9
Izmir 9
Manchester 9
Ottawa 9
Salerno 9
Vancouver 9
Boston 8
Querétaro 8
Verona 8
Bern 7
Chicago 7
Istanbul 7
Latina 7
Napoli 7
Pizzoli 7
Totale 7.896
Nome #
Shaking table tests on a large scale moment resistant timber frame with post-tensioning and energy dissipating system 299
Progetto di edifici con isolamento sismico (seconda edizione) 243
Progettazione di controventi dissipativi a comportamento dipendente dagli spostamenti 224
A design procedure for energy dissipating displacement-dependent bracing system for r/c buildings 204
Vulnerabilità Sismica dei ponti in c.a.: studio del ponte “Musmeci” a Potenza 200
Dynamic Tests on a Steel Frame Equipped with Hysteretic and Visco-Re-Centring Energy Dissipating Bracing Systems 192
A Fast Method for Structural Health Monitoring of Strategic Buildings 189
Protezione sismica di edifici esistenti con controventi dissipativi di tipo isteretico: aspetti progettuali ed esecutivi 188
Assessment of the performance of hysteretic energy dissipation bracing systems 185
Non Linear Analises of R/C Building Frame with Hysteretic Energy Dissipating Bracing System 182
Dissipative bracing system for post-tensioned timber framed buildings: Experimental testing of U-shape hysteretic dampers 182
Shake table testing on restoring capability of double concave friction pendulum seismic isolation systems. 181
Shaking table tests of a base isolated structure with double concave friction pendulum bearings. 179
Dynamic tests on a 1:4 scaled R/C existing building: comparison of several isolation systems 178
Dynamic Testing of Multistorey Post-tensioned Glulam Building: Planning, Design and Numerical Analysis. 176
RINTC project: nonlinear analyses of italian code-conforming base-isolated buildings for risk of collapse assessment 170
RINTC-E PROJECT: THE SEISMIC RISK OF EXISTING ITALIAN RC BUILDINGS RETROFITTED WITH SEISMIC ISOLATION 165
Identification of the structural model and analysis of the global seismic behaviour of a RC damaged building 164
Q-factors of reinforced concrete structures retrofitted with hysteretic energy dissipating bracing system. 162
Experimental and Numerical Behaviour of a Steel Frame Seismically Protected with Hysteretic Dampers Braces: the JET PACS Project. 160
Seismic retrofit of reinforced concrete frame buildings with hysteretic bracing systems: design procedure and behaviour factor 159
Experimental Investigations of Post-Tensioned Timber Frames with Advanced Seismic Damping Systems. 158
An update of innovative retrofitting techniques for R/C and masonry building: from experimental investigations to practical applications 157
Experimental and numerical behaviour of hysteretic and visco-recentring energy dissipating bracing systems 157
Modelling and Seismic Response Analysis of Italian Code-Conforming Base-Isolated Buildings 156
JET-PACS project: Dynamic Test on Steel Frame Equipped with Hysteretic Energy Dissipating Bracing System 153
Joint application of non-invasive techniques to characterize the dynamic behaviuor of engineering structures. 153
Behavior Factor of Concrete Structures with Hysteretic Energy Dissipating Bracing System 152
Design Procedure for Visco-re centring Energy Dissipating Systems 147
Dissipative steel angle devices for the increased seismic performance of low level damping systems 141
Comparison of Shaking Table And Pseudodynamic Test on a Base Isolated R/C Structure 141
Multiscale and multisensor approach for the structural diagnosis of ancient buildings: the case of the "Domus of the Silver Wedding" in Pompei. 141
BOB Code project: Bonefro Building - Comparison of Damage Estimates 140
Numerical Modelling of Double Concave Friction Pendulum Bearings in CDS-OpenSees 135
Experimental behaviour of diaphragms in post-tensioned timber frame buildings 134
MODELLING OF POST-TENSIONED TIMBER-FRAMED BUILDINGS WITH SEISMIC ROCKING MECHANISM AT THE COLUMN-FOUNDATION CONNECTIONS 134
MODELLING OF THE OVER STROKE DISPLACEMENT OF CURVED SURFACE SLIDERS USING OPENSEES 131
Jet-Pacs Project: Dynamic Experimental Tests and Numerical Results Obtained for a Steel Frame Equipped with Hysteretic Damped Chevron Braces 131
Ground penetrating radar and microwave tomography 3D applications for the deck evaluation of the Musmeci bridge (Potenza, Italy) 130
Seismic Design and Testing of Post-tensioned Timber Buildings With Dissipative Bracing Systems 130
ELECTROMAGNETIC SENSING TECHNIQUES FOR CIVIL ENGINEERING STRUCTURES NON DESTRUCTIVE DIAGNOSTICS 126
Experimental testing and numerical analysis of steel angles as hysteretic energy dissipating devices 126
Shaking table testing of post-tensioned timber frame building with passive energy dissipation system. 126
Shaking table test of A multiStorey Post-Tensioned Glulam building: Design and Construction. 123
Displacement based design of post-tensioned timber framed buildings with dissipative rocking mechanism. Soil Dynamics and Earthquake Engineering 123
Identificazione delle caratteristiche strutturali dell’edificio IACP di Bonefro gravemente danneggiato nel sisma del Molise 2002 121
Dynamic Seismic Response of Nonlinear Displacement Dependent Devices versus Testing Required by Codes: Experimental Case Studies 120
Shaking table testing of a multi-storey post-tensioned glulam building: preliminary experimental results 119
Modeling of post-tensioned timber framed buildings with hysteretic bracing system: preliminary analysis. 118
Progetto di edifici con isolamento sismico 117
Visco-Re-Centring Energy Dissipating System for Seismic Protection of Framed Buildings 116
Advanced Modelling and Risk Analysis of RC Buildings with Sliding Isolation Systems Designed by the Italian Seismic Code 115
TREMA Project: Experimental evaluation of the seismic performance of a R/C ¼ scaled model upgraded with seismic isolation 114
Experimental study of residual displacements of double concave friction-pendulum isolation systems. 112
Nonlinear Numerical Modelling of Post-tensioned Timber Framed Buildings in CDS-OpenSees 110
Non-Linear Numerical Modelling of a Post-Tensioned Timber Frame Building with Dissipative Steel Angle Devices. 108
Implementing low-damage building technologies: an overview of energy dissipation in Italy. 108
Shaking table testing of a multi-storey post-tensioned timber building 106
Experimental Investigations into Post-Tensioned Timber Frames with Advanced Damping Systems 105
Prove pseudodinamiche su un telaio tridimensionale in scala 1:2.5 in c.a. isolato alla base 104
Visco-Re-Centring Energy Dissipating System for Seismic Protection of Framed Buildings 104
Post-Tensioned Glue Laminated Beam Column Joints with Advanced Damping Systems: Testing and Numerical Analysis 103
Edifici a telaio in legno lamellare con collegamenti post-tesi e rocking dissipativo. Prove sperimentali effettuate presso l’Università della Basilicata. 100
JET-PACS project: Dynamic Tests on Steel Frame Equipped with Visco-Re-Centring System 99
JET-PACS project: Joint Experimental Testing on Passive and Semiactive Control Systems 98
Progetto JET-PACS: Joint Experimental Testing on Passive and semiActive Control Systems 98
Seismic assessment of the R/C buildings: the case study of Di.Coma.C Centre after the L'Aquila (Italy) 2009 seismic sequence 97
Shaking Table Testing of a Multi-Storey Post-tensioned Timber Building 97
Shaking Table Testing of a Multi-Storey Post-tensioned Timber Building equipped with Advanced Damping System 97
Progetto JET-PACS: confronto tra risultati sperimentali e numerici ottenuti per una struttura in acciaio irrigidita da controventi dissipativi isteretici 96
Seismic performance of a structure with double concave frıctıon pendulum ısolation system. 96
Improving the earthquake resilience of isolated buildings with double concave curved surface sliders 96
Prove su tavola vibrante di una struttura a telaio in acciaio con isolatori sismici a doppio pendolo. 95
NON-LINEAR NUMERICAL MODELLING OF A POST-TENSIONED TIMBER FRAME BUILDING WITH HYSTERETIC ENERGY DISSIPATION 94
Seismic performance of a post-tensioned glue laminated beam to column joint: esperimentale and numerical results. 93
Evaluation of Behaviour Factor for Flag-Shaped Hysteretic Models 88
Interventions for out-of-plane failure mechanisms prevention of existing masonry buildings 87
Shaking table test of a multi-storey post-tensioned glulam building: numerical modelling 85
Numerical modelling of a post-tensioned timber framed building with hysteretic energy dissipation 83
Experimental seismic response of a resilient 3-storey post-tensioned timber framed building with dissipative braces 83
Shaking table tests of a PRES LAM frame with and without additional energy dissipating devices: Design and testing set-up. 81
Progettazione di prove sperimentali su tavola vibrante per la verifica dell'affidabilità  di un metodo speditivo di monitoraggio e identificazione del danno 80
JETPACS Project: Joint Experimental Testing on Passive and semiActive Control Systems 79
Retrofit di edifici in c.a. tramite isolamento alla base 78
Shaking table tests of a base isolated structure with a double concave friction pendulums 78
PRELIMINARY NONLINEAR ANALYSES OF POST-TENSIONED TIMBER FRAMED BUILDING WITH DISSIPATIVE BRACING SYSTEMS 78
Prove su tavola vibrante di un edificio a telai in legno con post-tensione e sistemi di dissipazione di energia 76
JET-PACS project: Preliminary Results of Dynamic Tests on Steel Frame equipped with Visco-Re-Centring System 75
Advanced Research in Seismic Resilience of Structures and Infrastructures 73
JETPACS project: Shaking Table and Numerical Results for a Steel Frame with Hysteretic Dampers 73
Tecniche innovative di adeguamento sismico di edifici esistenti. Recenti indagini sperimentali condotte dall’Università degli Studi della Basilicata 73
Base isolated buildings with curved surface sliders including displacement restraints 72
Testing requirements of hysteretic energy dissipating devices according to Italian seismic code 70
Standard requirements for the recentring capability of curved surface sliders 68
Numerical and Experimental Assessment of the Robustness of a Seismic Upgrading Technique for Framed Buildings Based on Hysteretic Dissipating Devices 65
Modelling and Seismic Response Analysis of Existing Italian Residential RC Buildings Retrofitted by Seismic Isolation 60
Mechanical model of the over-stroke displacement behaviour for double concave surface slider anti-seismic devices 58
Experimental estimation of equivalent viscous damping for post- tensioned timber framed buildings with dissipative bracing systems. 58
Analisi degli aspetti critici per la valutazione sperimentale delle caratteristiche meccaniche del calcestruzzo 51
Experimental testing on U-shape steel devices for the application of dissipative bracing systems for post-tensioned timber framed buildings 51
Totale 12.306
Categoria #
all - tutte 57.217
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 57.217


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.058 0 0 0 0 0 131 77 106 33 190 143 378
2021/2022798 38 91 102 52 58 33 26 64 59 20 76 179
2022/2023960 127 0 7 138 125 140 0 91 215 17 65 35
2023/2024851 50 31 49 64 74 137 53 52 133 34 40 134
2024/20251.733 136 48 267 87 118 64 246 78 227 59 223 180
2025/20262.119 193 206 260 567 572 321 0 0 0 0 0 0
Totale 12.807