IRIS
DI CESARE, ANTONIO
 Distribuzione geografica
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Continente #
NA - Nord America 8.235
EU - Europa 3.554
AS - Asia 2.959
Continente sconosciuto - Info sul continente non disponibili 285
SA - Sud America 266
AF - Africa 51
OC - Oceania 24
Totale 15.374
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Nazione #
US - Stati Uniti d'America 7.971
CN - Cina 1.077
IT - Italia 1.073
SG - Singapore 730
UA - Ucraina 591
DE - Germania 503
VN - Vietnam 474
RU - Federazione Russa 356
HK - Hong Kong 303
GB - Regno Unito 241
CA - Canada 211
SE - Svezia 201
BR - Brasile 183
FR - Francia 177
FI - Finlandia 147
BD - Bangladesh 65
IN - India 61
TR - Turchia 57
NL - Olanda 56
IE - Irlanda 55
MX - Messico 34
JO - Giordania 31
PL - Polonia 31
JP - Giappone 28
AR - Argentina 27
CZ - Repubblica Ceca 27
IR - Iran 23
AU - Australia 20
ES - Italia 19
BE - Belgio 18
CH - Svizzera 18
IQ - Iraq 16
CO - Colombia 14
ZA - Sudafrica 14
KR - Corea 13
LT - Lituania 11
PK - Pakistan 11
TW - Taiwan 11
CL - Cile 10
EC - Ecuador 10
PE - Perù 9
ID - Indonesia 8
TH - Thailandia 8
UZ - Uzbekistan 8
AT - Austria 7
EG - Egitto 7
KE - Kenya 7
BG - Bulgaria 5
JM - Giamaica 5
MY - Malesia 5
SC - Seychelles 5
ET - Etiopia 4
IL - Israele 4
NZ - Nuova Zelanda 4
PT - Portogallo 4
RO - Romania 4
VE - Venezuela 4
AE - Emirati Arabi Uniti 3
AM - Armenia 3
GT - Guatemala 3
HN - Honduras 3
LA - Repubblica Popolare Democratica del Laos 3
MA - Marocco 3
PY - Paraguay 3
SN - Senegal 3
TN - Tunisia 3
UY - Uruguay 3
AL - Albania 2
BO - Bolivia 2
EU - Europa 2
GR - Grecia 2
KG - Kirghizistan 2
KZ - Kazakistan 2
NI - Nicaragua 2
NO - Norvegia 2
PA - Panama 2
QA - Qatar 2
AF - Afghanistan, Repubblica islamica di 1
AO - Angola 1
AZ - Azerbaigian 1
BB - Barbados 1
BH - Bahrain 1
BS - Bahamas 1
CM - Camerun 1
CR - Costa Rica 1
CW - ???statistics.table.value.countryCode.CW??? 1
CY - Cipro 1
DZ - Algeria 1
IM - Isola di Man 1
KH - Cambogia 1
LB - Libano 1
LK - Sri Lanka 1
LU - Lussemburgo 1
LV - Lettonia 1
LY - Libia 1
NP - Nepal 1
OM - Oman 1
PH - Filippine 1
SK - Slovacchia (Repubblica Slovacca) 1
SR - Suriname 1
Totale 15.089
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Città #
Ashburn 636
San Jose 616
Woodbridge 610
Ann Arbor 571
Jacksonville 528
Houston 450
Fairfield 360
Chandler 359
Council Bluffs 326
Singapore 302
Beijing 300
Dong Ket 295
Dallas 288
Hong Kong 288
Boardman 215
Wilmington 203
Nanjing 199
The Dalles 190
Seattle 159
Cambridge 123
Milan 123
New York 110
Toronto 103
Los Angeles 100
Lauterbourg 97
Princeton 92
Nanchang 91
Centro 89
Moscow 83
Rome 81
Kent 75
Ogden 67
Helsinki 66
Ho Chi Minh City 60
Dublin 55
Chicago 48
Santa Clara 47
Munich 46
Orem 45
Buffalo 43
Hanoi 40
London 32
Tianjin 32
Amman 31
Kunming 31
Shenyang 30
Montreal 28
Phoenix 28
Naples 27
São Paulo 27
Warsaw 26
Hebei 24
San Diego 24
San Francisco 24
Chennai 22
Changsha 20
Hangzhou 20
Ankara 19
Manchester 19
Potenza 19
Brussels 18
Tokyo 18
Amsterdam 17
Frankfurt am Main 17
Brooklyn 16
Denver 16
Jiaxing 16
Lanzhou 16
Poplar 16
Jinan 15
Shanghai 15
Atlanta 14
Changchun 14
Mexico City 14
Da Nang 13
Guangzhou 13
Hanover 13
Redwood City 13
Stockholm 13
Haiphong 12
Nürnberg 12
Olomouc 12
Bari 11
Bologna 11
Catania 11
Dearborn 11
Brno 10
Des Moines 10
Indiana 10
Johannesburg 10
Mumbai 10
Norwalk 10
Salerno 10
Yuseong-gu 10
Boston 9
Izmir 9
Ottawa 9
Vancouver 9
Florence 8
Istanbul 8
Totale 9.561
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Nome #
Shaking table tests on a large scale moment resistant timber frame with post-tensioning and energy dissipating system 320
Seismic Design and Testing of Post-tensioned Timber Buildings With Dissipative Bracing Systems 282
Progetto di edifici con isolamento sismico (seconda edizione) 276
Progettazione di controventi dissipativi a comportamento dipendente dagli spostamenti 247
Vulnerabilità Sismica dei ponti in c.a.: studio del ponte “Musmeci” a Potenza 230
Dynamic Tests on a Steel Frame Equipped with Hysteretic and Visco-Re-Centring Energy Dissipating Bracing Systems 228
A design procedure for energy dissipating displacement-dependent bracing system for r/c buildings 220
Dissipative bracing system for post-tensioned timber framed buildings: Experimental testing of U-shape hysteretic dampers 216
A Fast Method for Structural Health Monitoring of Strategic Buildings 209
Assessment of the performance of hysteretic energy dissipation bracing systems 206
RINTC-E PROJECT: THE SEISMIC RISK OF EXISTING ITALIAN RC BUILDINGS RETROFITTED WITH SEISMIC ISOLATION 206
Protezione sismica di edifici esistenti con controventi dissipativi di tipo isteretico: aspetti progettuali ed esecutivi 204
Dynamic tests on a 1:4 scaled R/C existing building: comparison of several isolation systems 202
Dynamic Testing of Multistorey Post-tensioned Glulam Building: Planning, Design and Numerical Analysis. 200
Shaking table tests of a base isolated structure with double concave friction pendulum bearings. 200
Non Linear Analises of R/C Building Frame with Hysteretic Energy Dissipating Bracing System 197
Shake table testing on restoring capability of double concave friction pendulum seismic isolation systems. 197
RINTC project: nonlinear analyses of italian code-conforming base-isolated buildings for risk of collapse assessment 185
Q-factors of reinforced concrete structures retrofitted with hysteretic energy dissipating bracing system. 181
Identification of the structural model and analysis of the global seismic behaviour of a RC damaged building 181
Experimental and Numerical Behaviour of a Steel Frame Seismically Protected with Hysteretic Dampers Braces: the JET PACS Project. 179
Experimental and numerical behaviour of hysteretic and visco-recentring energy dissipating bracing systems 177
Seismic retrofit of reinforced concrete frame buildings with hysteretic bracing systems: design procedure and behaviour factor 176
An update of innovative retrofitting techniques for R/C and masonry building: from experimental investigations to practical applications 172
Joint application of non-invasive techniques to characterize the dynamic behaviuor of engineering structures. 172
Numerical Modelling of Double Concave Friction Pendulum Bearings in CDS-OpenSees 172
Modelling and Seismic Response Analysis of Italian Code-Conforming Base-Isolated Buildings 171
Experimental Investigations of Post-Tensioned Timber Frames with Advanced Seismic Damping Systems. 169
Behavior Factor of Concrete Structures with Hysteretic Energy Dissipating Bracing System 168
JET-PACS project: Dynamic Test on Steel Frame Equipped with Hysteretic Energy Dissipating Bracing System 167
Comparison of Shaking Table And Pseudodynamic Test on a Base Isolated R/C Structure 165
Design Procedure for Visco-re centring Energy Dissipating Systems 164
Multiscale and multisensor approach for the structural diagnosis of ancient buildings: the case of the "Domus of the Silver Wedding" in Pompei. 163
BOB Code project: Bonefro Building - Comparison of Damage Estimates 160
Progetto di edifici con isolamento sismico 157
Dynamic Seismic Response of Nonlinear Displacement Dependent Devices versus Testing Required by Codes: Experimental Case Studies 157
Dissipative steel angle devices for the increased seismic performance of low level damping systems 156
Jet-Pacs Project: Dynamic Experimental Tests and Numerical Results Obtained for a Steel Frame Equipped with Hysteretic Damped Chevron Braces 156
Experimental behaviour of diaphragms in post-tensioned timber frame buildings 154
Experimental testing and numerical analysis of steel angles as hysteretic energy dissipating devices 153
MODELLING OF POST-TENSIONED TIMBER-FRAMED BUILDINGS WITH SEISMIC ROCKING MECHANISM AT THE COLUMN-FOUNDATION CONNECTIONS 149
MODELLING OF THE OVER STROKE DISPLACEMENT OF CURVED SURFACE SLIDERS USING OPENSEES 149
ELECTROMAGNETIC SENSING TECHNIQUES FOR CIVIL ENGINEERING STRUCTURES NON DESTRUCTIVE DIAGNOSTICS 147
Ground penetrating radar and microwave tomography 3D applications for the deck evaluation of the Musmeci bridge (Potenza, Italy) 147
Visco-Re-Centring Energy Dissipating System for Seismic Protection of Framed Buildings 144
TREMA Project: Experimental evaluation of the seismic performance of a R/C ¼ scaled model upgraded with seismic isolation 143
Shaking table testing of post-tensioned timber frame building with passive energy dissipation system. 143
Displacement based design of post-tensioned timber framed buildings with dissipative rocking mechanism. Soil Dynamics and Earthquake Engineering 139
JET-PACS project: Joint Experimental Testing on Passive and Semiactive Control Systems 138
Identificazione delle caratteristiche strutturali dell’edificio IACP di Bonefro gravemente danneggiato nel sisma del Molise 2002 137
Nonlinear Numerical Modelling of Post-tensioned Timber Framed Buildings in CDS-OpenSees 136
Shaking table testing of a multi-storey post-tensioned glulam building: preliminary experimental results 134
Shaking table test of A multiStorey Post-Tensioned Glulam building: Design and Construction. 133
Modeling of post-tensioned timber framed buildings with hysteretic bracing system: preliminary analysis. 133
Non-Linear Numerical Modelling of a Post-Tensioned Timber Frame Building with Dissipative Steel Angle Devices. 131
Experimental study of residual displacements of double concave friction-pendulum isolation systems. 131
Advanced Modelling and Risk Analysis of RC Buildings with Sliding Isolation Systems Designed by the Italian Seismic Code 131
Prove pseudodinamiche su un telaio tridimensionale in scala 1:2.5 in c.a. isolato alla base 128
Post-Tensioned Glue Laminated Beam Column Joints with Advanced Damping Systems: Testing and Numerical Analysis 128
Implementing low-damage building technologies: an overview of energy dissipation in Italy. 126
Experimental Investigations into Post-Tensioned Timber Frames with Advanced Damping Systems 125
Edifici a telaio in legno lamellare con collegamenti post-tesi e rocking dissipativo. Prove sperimentali effettuate presso l’Università della Basilicata. 122
Shaking table testing of a multi-storey post-tensioned timber building 120
Visco-Re-Centring Energy Dissipating System for Seismic Protection of Framed Buildings 120
Interventions for out-of-plane failure mechanisms prevention of existing masonry buildings 119
JET-PACS project: Dynamic Tests on Steel Frame Equipped with Visco-Re-Centring System 117
Seismic assessment of the R/C buildings: the case study of Di.Coma.C Centre after the L'Aquila (Italy) 2009 seismic sequence 117
Progetto JET-PACS: confronto tra risultati sperimentali e numerici ottenuti per una struttura in acciaio irrigidita da controventi dissipativi isteretici 115
Prove su tavola vibrante di una struttura a telaio in acciaio con isolatori sismici a doppio pendolo. 115
Progetto JET-PACS: Joint Experimental Testing on Passive and semiActive Control Systems 115
Seismic performance of a post-tensioned glue laminated beam to column joint: esperimentale and numerical results. 115
Improving the earthquake resilience of isolated buildings with double concave curved surface sliders 115
Seismic performance of a structure with double concave frıctıon pendulum ısolation system. 114
Shaking Table Testing of a Multi-Storey Post-tensioned Timber Building equipped with Advanced Damping System 113
NON-LINEAR NUMERICAL MODELLING OF A POST-TENSIONED TIMBER FRAME BUILDING WITH HYSTERETIC ENERGY DISSIPATION 113
Shaking table test of a multi-storey post-tensioned glulam building: numerical modelling 109
Shaking Table Testing of a Multi-Storey Post-tensioned Timber Building 106
Evaluation of Behaviour Factor for Flag-Shaped Hysteretic Models 104
Prove su tavola vibrante di un edificio a telai in legno con post-tensione e sistemi di dissipazione di energia 100
Progettazione di prove sperimentali su tavola vibrante per la verifica dell'affidabilità  di un metodo speditivo di monitoraggio e identificazione del danno 99
Numerical modelling of a post-tensioned timber framed building with hysteretic energy dissipation 99
Base isolated buildings with curved surface sliders including displacement restraints 99
Experimental seismic response of a resilient 3-storey post-tensioned timber framed building with dissipative braces 98
Shaking table tests of a base isolated structure with a double concave friction pendulums 97
Advanced Research in Seismic Resilience of Structures and Infrastructures 94
JETPACS Project: Joint Experimental Testing on Passive and semiActive Control Systems 94
Shaking table tests of a PRES LAM frame with and without additional energy dissipating devices: Design and testing set-up. 94
Retrofit di edifici in c.a. tramite isolamento alla base 92
JETPACS project: Shaking Table and Numerical Results for a Steel Frame with Hysteretic Dampers 92
Testing requirements of hysteretic energy dissipating devices according to Italian seismic code 92
PRELIMINARY NONLINEAR ANALYSES OF POST-TENSIONED TIMBER FRAMED BUILDING WITH DISSIPATIVE BRACING SYSTEMS 92
JET-PACS project: Preliminary Results of Dynamic Tests on Steel Frame equipped with Visco-Re-Centring System 89
Tecniche innovative di adeguamento sismico di edifici esistenti. Recenti indagini sperimentali condotte dall’Università degli Studi della Basilicata 89
Standard requirements for the recentring capability of curved surface sliders 87
Experimental estimation of equivalent viscous damping for post- tensioned timber framed buildings with dissipative bracing systems. 83
Mechanical model of the over-stroke displacement behaviour for double concave surface slider anti-seismic devices 82
Numerical and Experimental Assessment of the Robustness of a Seismic Upgrading Technique for Framed Buildings Based on Hysteretic Dissipating Devices 82
Modelling and Seismic Response Analysis of Existing Italian Residential RC Buildings Retrofitted by Seismic Isolation 81
Prove su tavola vibrante di un edificio a telai in legno lamellare post-teso con dissipazione di energia. 79
Nonlinear analysis of base isolated buildings with curved surface sliders including over-stroke displacements 76
Totale 14.506
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Categoria #
all - tutte 68.178
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 68.178
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022760 0 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
2025/20264.255 193 206 260 567 572 410 635 121 330 472 389 100
2026/2027431 121 310 0 0 0 0 0 0 0 0 0 0
Totale 15.374