CASTALDO, PAOLO
 Distribuzione geografica
Continente #
NA - Nord America 9.065
EU - Europa 7.294
AS - Asia 4.360
SA - Sud America 659
AF - Africa 47
OC - Oceania 16
Continente sconosciuto - Info sul continente non disponibili 4
Totale 21.445
Nazione #
US - Stati Uniti d'America 8.944
IT - Italia 2.082
GB - Regno Unito 1.509
SG - Singapore 1.423
CN - Cina 1.311
DE - Germania 1.126
BR - Brasile 520
UA - Ucraina 471
KR - Corea 466
FR - Francia 412
TR - Turchia 380
IE - Irlanda 299
BE - Belgio 243
SE - Svezia 228
RU - Federazione Russa 204
CH - Svizzera 169
HK - Hong Kong 165
IN - India 127
FI - Finlandia 109
VN - Vietnam 108
AT - Austria 89
CA - Canada 87
NL - Olanda 86
ID - Indonesia 69
IR - Iran 57
TW - Taiwan 48
EC - Ecuador 43
JP - Giappone 41
ES - Italia 35
BG - Bulgaria 34
AR - Argentina 30
IQ - Iraq 28
HR - Croazia 24
BD - Bangladesh 23
CL - Cile 23
CZ - Repubblica Ceca 22
MX - Messico 21
PL - Polonia 21
PK - Pakistan 20
RO - Romania 18
LT - Lituania 17
CO - Colombia 16
NO - Norvegia 16
JO - Giordania 15
PE - Perù 15
PT - Portogallo 15
AU - Australia 12
DZ - Algeria 12
UZ - Uzbekistan 12
PH - Filippine 11
AE - Emirati Arabi Uniti 9
AL - Albania 9
NP - Nepal 9
SA - Arabia Saudita 9
TH - Thailandia 9
ZA - Sudafrica 9
IL - Israele 8
GR - Grecia 6
MY - Malesia 6
EU - Europa 5
HU - Ungheria 5
KE - Kenya 5
KG - Kirghizistan 5
PY - Paraguay 5
RS - Serbia 5
SN - Senegal 5
CY - Cipro 4
EG - Egitto 4
JM - Giamaica 4
MA - Marocco 4
NZ - Nuova Zelanda 4
TT - Trinidad e Tobago 4
VE - Venezuela 4
AZ - Azerbaigian 3
BO - Bolivia 3
GE - Georgia 3
KZ - Kazakistan 3
LU - Lussemburgo 3
BH - Bahrain 2
CR - Costa Rica 2
DK - Danimarca 2
EE - Estonia 2
GA - Gabon 2
PS - Palestinian Territory 2
SK - Slovacchia (Repubblica Slovacca) 2
TN - Tunisia 2
AM - Armenia 1
BA - Bosnia-Erzegovina 1
BN - Brunei Darussalam 1
BS - Bahamas 1
BW - Botswana 1
BY - Bielorussia 1
BZ - Belize 1
CG - Congo 1
DO - Repubblica Dominicana 1
ET - Etiopia 1
KH - Cambogia 1
KW - Kuwait 1
LA - Repubblica Popolare Democratica del Laos 1
LB - Libano 1
Totale 21.438
Città #
Ashburn 1.735
Southend 1.318
Singapore 756
Chandler 721
Dallas 582
Seattle 459
Princeton 457
Fairfield 445
Turin 400
Boardman 344
Houston 344
San Ramon 333
Beijing 298
Dublin 284
Berlin 268
Santa Clara 264
Izmir 255
Woodbridge 252
Ann Arbor 240
Brussels 240
Jacksonville 218
Wilmington 196
Cambridge 175
San Donato Milanese 163
Torino 162
Seoul 156
Council Bluffs 147
Bern 146
Milan 105
Los Angeles 102
Zhengzhou 90
Rome 84
Shanghai 81
Hong Kong 77
Helsinki 73
Grafing 71
Hangzhou 69
San Antonio 67
Falls Church 58
Istanbul 56
Jakarta 56
Bremen 51
Guangzhou 51
Zaporozhye 48
Buffalo 43
Vienna 43
São Paulo 41
Salerno 39
Columbus 37
Ho Chi Minh City 36
The Dalles 36
Toronto 35
Nuremberg 34
Sofia 33
Chicago 31
Munich 31
Fremont 30
London 30
Naples 30
New York 28
Quito 26
Washington 26
Hefei 24
Norwalk 24
Tokyo 24
Zagreb 24
Frankfurt am Main 23
Changsha 22
Hanoi 22
San Diego 22
Belo Horizonte 21
Malatya 21
Yubileyny 21
Nanjing 20
Lappeenranta 19
Ottawa 18
Redondo Beach 18
Redwood City 18
Rio de Janeiro 18
Bari 16
Mountain View 16
Shenzhen 16
Catania 15
Padova 15
Palermo 15
Santiago 15
Bologna 14
Frankfurt 14
Genoa 14
Indiana 14
Kocaeli 14
Mumbai 14
San Francisco 14
Zurich 14
Angri 13
Jinan 13
Parma 13
Tappahannock 13
Andover 12
Atlanta 12
Totale 13.761
Nome #
SEISMIC RELIABILITY ASSESSMENT OF ISOLATED MULTI-SPAN CONTINUOUS DECK BRIDGES 357
DISSIPATORE ISTERETICO PERFEZIONATO 341
Partial factor methods for existing structures according to fib Bulletin 80: Assessment of an existing prestressed concrete bridge 337
Assessment of the efficiency of seismic design for structural robustness of rc structures 243
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T6 221
Effects of the axial force eccentricity on the time-variant structural reliability of aging r.c. cross-sections subjected to chloride-induced corrosion 212
Seismic reliability-based ductility demand evaluation for inelastic base-isolated structures with friction pendulum devices 206
Probabilistic analysis of excavation-induced damages to existing structures 204
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T4 204
Proposal for an empirical evaluation of rotation capacity of RHS aluminium alloy beams based on fem simulations 202
Influence of FPS bearing properties on the seismic performance of base-isolated structures 197
Seismic fragility and reliability of structures isolated by friction pendulum devices: Seismic reliability-based design (SRBD) 194
The Dissipative Column: A New Hysteretic Damper 187
Ultimate behaviour of RHS temper T6 aluminium alloy beams subjected to non-uniform bending: Parametric analysis 187
Optimal integrated seismic design of structural and viscoelastic bracing-damper systems 186
Seismic reliability of base-isolated structures with friction pendulum bearings 185
Effects of deep excavation on seismic vulnerability of existing reinforced concrete framed structures 183
Integrated Seismic Design of Structure and Control Systems 180
FEM simulations and rotation capacity evaluation for RHS temper T4 aluminium alloy beams 180
11.10: Probabilistic theory of plastic mechanism control 180
Seismic Upgrading of Existing Reinforced Concrete Buildings Using Friction Pendulum Devices: A Probabilistic Evaluation 179
Dynamic response of systems equipped with viscous and viscoelastic dampers 177
Seismic Reliability of Structural Systems Isolated by FPS 177
Applying the optimal integrated design methodology 177
Life-cycle cost and seismic reliability analysis of 3D systems equipped with FPS for different isolation degrees 176
Optimal design of single concave sliding bearings for isolated structures considering intermediate isolation degrees 176
SEISMIC RELIABILITY-BASED DESIGN OF PERFECTLY ELASTOPLASTIC STRUCTUTRES ISOLATED BY FPS 176
Optimal design of friction pendulum system properties for isolated structures considering different soil conditions 175
Influence of the strength reduction factor on the seismic reliability of structures with FPS considering intermediate PGA/PGV ratios 174
SEISMIC RELIABILITY-BASED DESIGN OF INELASTIC STRUCTURES WITH DIFFERENT VALUES OF THE POSTYIELDING STIFFNESS ISOLATED BY FPS 174
Passive structural control 173
Probabilistic assessment of groundwater leakage in diaphragm wall joints for deep excavations 172
Analisi della domanda sismica inelastica del terremoto de L’Aquila su sistemi dimensionati secondo le NTC2008 171
SEISMIC RETROFIT OF EXISTING BUILDINGS THROUGH THE DISSIPATIVE COLUMNS 171
Passive energy dissipation devices 169
Influence of ground motion characteristics on the optimal single concave sliding bearing properties for base-isolated structures 169
Modeling of viscoelastic dissipative bracing systems 168
Integrated design of proportionally damped framed structural systems equipped with viscous devices 168
Toward fib model code 2020: Partial safety factor for resisting model uncertainties in plane stress nlfem analyses of R.C. systems 168
Seismic reliability of base-isolated structures with friction pendulum isolators (FPS) 167
Impiego dei dispositivi viscosi e viscoelastici nella progettazione sismica di sistemi strutturali 167
Lifetime axial-bending capacity of a r.c. bridge pier cross-section subjected to corrosion 167
Model uncertainty in non-linear numerical analyses of slender reinforced concrete members 167
EFFETTI DI SCAVI PROFONDI SULLA RISPOSTA SISMICA DELL'EDIFICATO ADIACENTE 166
Seismic reliability analysis of base-isolated structures with friction pendulum system 165
Structural safety of existing buildings near deep excavations 163
An Energy-based Approach to the Seismic Control of One-Way Asymmetrical Structural Systems using Semi-Active Devices 162
Time-Variant Reliability of RC Structures 157
OPTIMAL FRICTION COEFFICIENTS FOR ISOLATED STRUCTURES DEPENDING ON THE SOIL CONDITION 156
SEISMIC RELIABILITY OF BASE-ISOLATED STRUCTURAL SYSTEMS THROUGH FPS 154
SEISMIC RELIABILITY ANALYSIS OF 3D NON-LINEAR BASE-ISOLATED STRUCTURES WITH FPS 153
Approccio prestazionale per la progettazione integrata di sistemi strutturali dotati di dispositivi viscosi lineari 153
THE STEEL COLUMN DAMPER: A NEW HYSTERETIC DEVICE PROVIDING ADDITIONAL STIFFNESS AND DAMPING 153
Validation of probabilistic theory of plastic mechanism control by means of Monte Carlo simulations 153
THE DISSIPATIVE COLUMN AS A NEW STEEL DAMPER 152
Seismic reliability of yielding base-isolated structures 149
Seismic performance assessment of isolated bridges for different limit states 149
STOCHASTIC APPROACH FOR THEORY OF PLASTIC MECHANISM CONTROL 145
Aleatory uncertainties with global resistance safety factors for non-linear analyses of slender reinforced concrete columns 145
Effects of deep excavations on existing buildings: a case study 143
Seismic reliability assessment of equivalent perfectly elastoplastic base-isolated structures 142
SEISMIC RELIABILITY-BASED DESIGN OF STRUCTURES ISOLATED BY FPS 141
SEISMIC RELIABILITY ASSESSMENT OF EQUIVALENT PERFECTLY ELASTOPLASTIC BASE-ISOLATED STRUCTURES 141
A simplified approach for the integrated design of viscoelastically damped structural systems 139
Life-cycle cost analysis of 3D r.c. structures equipped with FPS bearings: Italian concrete days 139
SEISMIC RELIABILITY OF STEEL STRUCTURAL SYSTEMS ISOLATED BY FPS 138
SEISMIC RELIABILITY ASSESSMENT FOR YIELDING BASE-ISOLATED STRUCTURES 135
Effects of Chloride-Induced Corrosion on Structural Reliability of R.C. Structures 135
Strain-based method for assessment of global resistance safety factors for NLNAs of reinforced concrete structures 131
Optimal integrated design of structural and viscoelastic bracing-damper systems: theoretical principles 131
Stochastic Theory of Plastic Mechanism Control: Parametric analysis 131
Safety assessment of an existing bridge deck subject to different damage scenarios through the global safety format ECOV 131
EVALUATION BY TEST OF TIGHTENING TORQUE FOR PRELOADED STAIN-LESS STEEL BOLTING ASSEMBLIES 129
Resistance model uncertainty in non-linear finite element analyses of cyclically loaded reinforced concrete systems 129
Seismic reliability of bridges isolated with FPS 129
Framework for definition of design formulations from empirical and semi-empirical resistance models 127
MODEL UNCERTAINTIES IN NLFEAS OF RC SYSTEMS UNDER CYCLIC LOADS 127
Non-linear response spectra of the near-fault L’aquila event 123
Seismic reliability of steel structures isolated by fps 123
Assessment of the Partial Safety Factor Related to Resistance Model Uncertainties in 2D NLFEAs of R.C. Systems 122
Seismic reliability analysis of 3D base-isolated structures through FPS with non-linear superstructure 121
Sostenibilità ambientale di scavi profondi in area urbana 121
A new hysteretic dissipative column providing additional stiffness and damping 120
Seismic reliability-based robustness assessment of three-dimensional reinforced concrete systems equipped with single-concave sliding devices 120
Seismic performance of an existing RC structure retrofitted with buckling restrained braces 120
Seismic reliability of 3D base-isolated structures through FPS with elastic superstructure 118
SEISMIC PERFORMANCE OF BASE-ISOLATED STEEL STRUCTURES FOR DIFFERENT SOIL CONDITIONS 118
SEISMIC PERFORMANCE OF BRIDGES ISOLATED WITH DCFP DEVICES 118
Assessment of an Existing Prestressed R.C. Bridge According to fib Bulletin 80 118
Assessment of an existing prestressed concrete bridge in line with fib Bulletin 80 117
Seismic Performance of Structures Isolated with FPS for Different Soil Conditions considering Intermediate Isolation Degrees 116
Advances in safety formats for non-linear finite elements analysis of reinforced concrete structures 115
Full-Scale Experimental Testing on a Reinforced Bridge RC Beam: Experimental and SHM Results 112
Confinement effects within the seismic design of reinforced concrete frames: reliability assessment and comparison 112
Seismic reliability of structures equipped with frictional isolators with improved lateral impact behavior 111
Effetcs of class B site on the seismic reliability of base-isolated steel systems 109
TIME-VARIANT STRUCTURAL RELIABILITY OF R.C. STRUCTURES AFFECTED BY CHLORIDE-INDUCED DETERIORATION 109
SEISMIC RELIABILITY-BASED DESIGN OF STRUCTURES EQUIPPED WITH DFPS 109
Fem simulations of a new hysteretic damper: The dissipative column 108
Full-scale load test of a PRC bridge beam after 60 years of service life 107
Totale 15.904
Categoria #
all - tutte 65.155
article - articoli 24.150
book - libri 489
conference - conferenze 34.589
curatela - curatele 0
other - altro 0
patent - brevetti 659
selected - selezionate 0
volume - volumi 4.785
Totale 129.827


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.121 0 0 0 144 34 269 67 122 111 183 141 50
2021/20221.548 105 89 27 53 26 186 146 69 76 86 183 502
2022/20232.742 213 451 104 214 315 411 241 141 260 62 135 195
2023/20241.460 50 218 88 145 61 131 183 95 92 91 135 171
2024/20254.283 81 862 255 418 341 249 195 306 662 325 244 345
2025/20262.514 662 722 1.118 12 0 0 0 0 0 0 0 0
Totale 21.989