CASTALDO, PAOLO
 Distribuzione geografica
Continente #
NA - Nord America 12.674
AS - Asia 10.435
EU - Europa 9.175
SA - Sud America 1.027
Continente sconosciuto - Info sul continente non disponibili 550
AF - Africa 137
OC - Oceania 20
Totale 34.018
Nazione #
US - Stati Uniti d'America 12.376
SG - Singapore 3.240
IT - Italia 2.652
VN - Vietnam 2.530
CN - Cina 1.728
GB - Regno Unito 1.605
DE - Germania 1.178
RU - Federazione Russa 852
BR - Brasile 736
KR - Corea 702
FR - Francia 650
UA - Ucraina 491
HK - Hong Kong 440
TR - Turchia 404
IN - India 378
IE - Irlanda 303
SE - Svezia 273
BE - Belgio 248
BD - Bangladesh 202
CH - Svizzera 175
CA - Canada 167
NL - Olanda 146
FI - Finlandia 138
JP - Giappone 102
AT - Austria 93
TW - Taiwan 90
ID - Indonesia 87
PH - Filippine 86
TH - Thailandia 83
AR - Argentina 82
IQ - Iraq 79
EC - Ecuador 72
IR - Iran 72
ES - Italia 60
MX - Messico 56
PL - Polonia 56
CL - Cile 44
PK - Pakistan 41
BG - Bulgaria 37
ZA - Sudafrica 28
CO - Colombia 26
HR - Croazia 26
PE - Perù 24
CZ - Repubblica Ceca 22
DZ - Algeria 22
LT - Lituania 22
JO - Giordania 21
UZ - Uzbekistan 21
RO - Romania 20
SA - Arabia Saudita 20
AE - Emirati Arabi Uniti 19
MY - Malesia 18
MA - Marocco 17
NO - Norvegia 17
NP - Nepal 17
PT - Portogallo 17
AU - Australia 15
JM - Giamaica 15
KE - Kenya 15
VE - Venezuela 15
CR - Costa Rica 14
AL - Albania 13
IL - Israele 12
PY - Paraguay 12
GR - Grecia 11
OM - Oman 11
ET - Etiopia 9
LB - Libano 9
BO - Bolivia 8
EG - Egitto 8
HN - Honduras 8
SN - Senegal 8
TN - Tunisia 8
TT - Trinidad e Tobago 8
HU - Ungheria 7
KZ - Kazakistan 7
RS - Serbia 7
UY - Uruguay 7
DO - Repubblica Dominicana 6
LU - Lussemburgo 6
NI - Nicaragua 6
BY - Bielorussia 5
EU - Europa 5
KG - Kirghizistan 5
NZ - Nuova Zelanda 5
PS - Palestinian Territory 5
AZ - Azerbaigian 4
CY - Cipro 4
GE - Georgia 4
GT - Guatemala 4
MU - Mauritius 4
BH - Bahrain 3
BS - Bahamas 3
CG - Congo 3
CI - Costa d'Avorio 3
DK - Danimarca 3
GA - Gabon 3
KW - Kuwait 3
MD - Moldavia 3
SI - Slovenia 3
Totale 33.428
Città #
Ashburn 2.387
Singapore 1.881
Southend 1.318
San Jose 946
Chandler 721
Ho Chi Minh City 658
Hanoi 643
Dallas 610
Turin 465
Seattle 461
Princeton 457
Fairfield 446
Council Bluffs 405
Beijing 360
Houston 357
Seoul 352
Boardman 350
Santa Clara 342
San Ramon 333
Hong Kong 292
Los Angeles 289
Dublin 288
Berlin 268
Izmir 255
Woodbridge 252
Brussels 243
Ann Arbor 240
Milan 231
Jacksonville 222
Wilmington 198
Cambridge 176
Rome 170
Lauterbourg 168
San Donato Milanese 163
Torino 162
Bern 146
Da Nang 129
North Bergen 102
The Dalles 96
Haiphong 93
Zhengzhou 93
New York 92
Helsinki 89
Shanghai 88
Buffalo 72
Grafing 71
Hangzhou 69
San Antonio 68
São Paulo 61
Falls Church 59
Guangzhou 59
Istanbul 59
Frankfurt am Main 56
Jakarta 56
Moscow 56
Tokyo 55
Bremen 51
Naples 50
Toronto 48
Zaporozhye 48
Chicago 46
Vienna 45
Hefei 42
Quito 42
Nuremberg 41
Orem 40
Salerno 40
Atlanta 39
London 39
Columbus 38
Basingstoke 37
Hải Dương 35
Bangkok 33
Sofia 33
Lappeenranta 31
Munich 31
Baghdad 30
Fremont 30
Warsaw 29
Santiago 28
Washington 28
Belo Horizonte 27
Denver 27
Redondo Beach 27
Montreal 26
Bến Tre 24
Can Tho 24
Changsha 24
Chennai 24
Groningen 24
Norwalk 24
Rio de Janeiro 24
Zagreb 24
Biên Hòa 23
Brooklyn 23
Amsterdam 22
Nanjing 22
San Diego 22
Tân Tiến 22
Malatya 21
Totale 20.186
Nome #
DISSIPATORE ISTERETICO PERFEZIONATO 473
THE DISSIPATIVE COLUMN AS A NEW STEEL DAMPER 467
SEISMIC RELIABILITY ASSESSMENT OF ISOLATED MULTI-SPAN CONTINUOUS DECK BRIDGES 464
Partial factor methods for existing structures according to fib Bulletin 80: Assessment of an existing prestressed concrete bridge 441
Assessment of the efficiency of seismic design for structural robustness of rc structures 317
Seismic Upgrading of Existing Reinforced Concrete Buildings Using Friction Pendulum Devices: A Probabilistic Evaluation 282
Safety assessment of an existing bridge deck subject to different damage scenarios through the global safety format ECOV 270
Confinement effects within the seismic design of reinforced concrete frames: reliability assessment and comparison 269
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T6 269
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T4 252
Effects of the axial force eccentricity on the time-variant structural reliability of aging r.c. cross-sections subjected to chloride-induced corrosion 251
Seismic reliability-based ductility demand evaluation for inelastic base-isolated structures with friction pendulum devices 247
EVALUATION BY TEST OF TIGHTENING TORQUE FOR PRELOADED STAIN-LESS STEEL BOLTING ASSEMBLIES 244
Seismic fragility and reliability of structures isolated by friction pendulum devices: Seismic reliability-based design (SRBD) 243
Proposal for an empirical evaluation of rotation capacity of RHS aluminium alloy beams based on fem simulations 242
Influence of FPS bearing properties on the seismic performance of base-isolated structures 239
Toward fib model code 2020: Partial safety factor for resisting model uncertainties in plane stress nlfem analyses of R.C. systems 239
Model uncertainty in non-linear numerical analyses of slender reinforced concrete members 238
Seismic reliability analysis of base-isolated structures with friction pendulum system 234
Analisi della domanda sismica inelastica del terremoto de L’Aquila su sistemi dimensionati secondo le NTC2008 232
Probabilistic analysis of excavation-induced damages to existing structures 232
Ultimate behaviour of RHS temper T6 aluminium alloy beams subjected to non-uniform bending: Parametric analysis 232
Aleatory uncertainties with global resistance safety factors for non-linear analyses of slender reinforced concrete columns 231
Impiego dei dispositivi viscosi e viscoelastici nella progettazione sismica di sistemi strutturali 230
Optimal design of single concave sliding bearings for isolated structures considering intermediate isolation degrees 227
11.10: Probabilistic theory of plastic mechanism control 227
Integrated Seismic Design of Structure and Control Systems 226
Seismic reliability of base-isolated structures with friction pendulum bearings 224
An in-situ experimental test on a reinforced concrete beam: test design and main results 222
The Dissipative Column: A New Hysteretic Damper 221
Optimal integrated seismic design of structural and viscoelastic bracing-damper systems 220
An Energy-based Approach to the Seismic Control of One-Way Asymmetrical Structural Systems using Semi-Active Devices 220
Full-scale load test of a PRC bridge beam after 60 years of service life 219
FEM simulations and rotation capacity evaluation for RHS temper T4 aluminium alloy beams 219
Time-Variant Reliability of RC Structures 219
Applying the optimal integrated design methodology 218
Resistance model uncertainty in non-linear finite element analyses of cyclically loaded reinforced concrete systems 218
SEISMIC RELIABILITY-BASED DESIGN OF PERFECTLY ELASTOPLASTIC STRUCTUTRES ISOLATED BY FPS 217
Framework for definition of design formulations from empirical and semi-empirical resistance models 217
Dynamic response of systems equipped with viscous and viscoelastic dampers 216
Full-Scale Experimental Testing on a Reinforced Bridge RC Beam: Experimental and SHM Results 215
Influence of the strength reduction factor on the seismic reliability of structures with FPS considering intermediate PGA/PGV ratios 214
SEISMIC RETROFIT OF EXISTING BUILDINGS THROUGH THE DISSIPATIVE COLUMNS 213
Passive energy dissipation devices 211
OPTIMAL FRICTION COEFFICIENTS FOR ISOLATED STRUCTURES DEPENDING ON THE SOIL CONDITION 211
EFFETTI DI SCAVI PROFONDI SULLA RISPOSTA SISMICA DELL'EDIFICATO ADIACENTE 210
Strain-based method for assessment of global resistance safety factors for NLNAs of reinforced concrete structures 209
Seismic reliability of base-isolated structures with friction pendulum isolators (FPS) 209
Passive structural control 209
Modeling of viscoelastic dissipative bracing systems 209
Integrated design of proportionally damped framed structural systems equipped with viscous devices 209
Influence of ground motion characteristics on the optimal single concave sliding bearing properties for base-isolated structures 209
Effects of deep excavation on seismic vulnerability of existing reinforced concrete framed structures 209
Probabilistic assessment of groundwater leakage in diaphragm wall joints for deep excavations 208
STOCHASTIC APPROACH FOR THEORY OF PLASTIC MECHANISM CONTROL 208
Seismic Reliability of Structural Systems Isolated by FPS 206
Life-cycle cost and seismic reliability analysis of 3D systems equipped with FPS for different isolation degrees 204
SEISMIC RELIABILITY-BASED DESIGN OF INELASTIC STRUCTURES WITH DIFFERENT VALUES OF THE POSTYIELDING STIFFNESS ISOLATED BY FPS 204
Effects of Chloride-Induced Corrosion on Structural Reliability of R.C. Structures 203
SEISMIC RELIABILITY OF BASE-ISOLATED STRUCTURAL SYSTEMS THROUGH FPS 202
Seismic reliability of bridges isolated with FPS 202
Seismic performance assessment of isolated bridges for different limit states 199
Assessment of an existing prestressed concrete bridge in line with fib Bulletin 80 198
THE STEEL COLUMN DAMPER: A NEW HYSTERETIC DEVICE PROVIDING ADDITIONAL STIFFNESS AND DAMPING 196
Optimal design of friction pendulum system properties for isolated structures considering different soil conditions 196
Lifetime axial-bending capacity of a r.c. bridge pier cross-section subjected to corrosion 195
Assessment of the Partial Safety Factor Related to Resistance Model Uncertainties in 2D NLFEAs of R.C. Systems 195
SEISMIC RELIABILITY ANALYSIS OF 3D NON-LINEAR BASE-ISOLATED STRUCTURES WITH FPS 194
Assessment of an Existing Prestressed R.C. Bridge According to fib Bulletin 80 192
Machine learning modelling of structural response for different seismic signal characteristics: A parametric analysis 191
Partial safety factor for resistance model uncertainties in 2D non-linear finite element analysis of reinforced concrete structures 191
Approaches to estimate global safety factors for reliability assessment of RC structures using non-linear numerical analyses 190
Seismic reliability of yielding base-isolated structures 190
Life-cycle cost analysis of 3D r.c. structures equipped with FPS bearings: Italian concrete days 188
Structural safety of existing buildings near deep excavations 188
Seismic performance of an existing RC structure retrofitted with buckling restrained braces 188
Nonlinear Numerical Analyses of Reinforced Concrete Structures 187
Validation of probabilistic theory of plastic mechanism control by means of Monte Carlo simulations 187
Approccio prestazionale per la progettazione integrata di sistemi strutturali dotati di dispositivi viscosi lineari 185
Seismic reliability assessment of equivalent perfectly elastoplastic base-isolated structures 182
Advances in safety formats for non-linear finite elements analysis of reinforced concrete structures 181
Effects of deep excavations on existing buildings: a case study 180
SEISMIC RELIABILITY-BASED DESIGN OF STRUCTURES ISOLATED BY FPS 180
SEISMIC RELIABILITY ASSESSMENT OF EQUIVALENT PERFECTLY ELASTOPLASTIC BASE-ISOLATED STRUCTURES 178
MODEL UNCERTAINTIES IN NLFEAS OF RC SYSTEMS UNDER CYCLIC LOADS 178
Optimal DCFP bearing properties and seismic performance assessment in nondimensional form for isolated bridges 177
Reliability assessment of robustness for reinforced concrete moment resisting frames 176
A simplified approach for the integrated design of viscoelastically damped structural systems 175
Seismic reliability of steel structures isolated by fps 175
Seismic reliability-based design of hardening structures equipped with double sliding devices 175
Seismic reliability of structures equipped with frictional isolators with improved lateral impact behavior 174
EVALUATION OF THE EFFECT OF MASONRY INFILLS ON RESPONSE OF RC BULDINGS EQUIPPED WITH FPS DEVICES: A CASE STUDY 174
SEISMIC RELIABILITY ASSESSMENT FOR YIELDING BASE-ISOLATED STRUCTURES 174
Stochastic Theory of Plastic Mechanism Control: Parametric analysis 173
Robustness assessment of reinforced concrete structures for different failure scenarios 170
Robustness improvements for 2D reinforced concrete moment resisting frames: Parametric study by means of NLFE analyses 169
Optimal integrated design of structural and viscoelastic bracing-damper systems: theoretical principles 169
Experimental evaluation at failure of a PRC bridge beam after 60 years of working life: preliminary results 167
Non-linear response spectra of the near-fault L’aquila event 167
Influence of Masonry Infills on Seismic Performance of an Existing RC Building Retrofitted by Means of FPS Devices 166
Totale 21.852
Categoria #
all - tutte 92.256
article - articoli 33.496
book - libri 608
conference - conferenze 50.342
curatela - curatele 0
other - altro 0
patent - brevetti 859
selected - selezionate 0
volume - volumi 6.334
Totale 183.895


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.443 0 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
2025/202613.496 662 722 1.118 1.207 903 794 2.145 976 2.659 1.398 306 606
2026/20271.047 723 324 0 0 0 0 0 0 0 0 0 0
Totale 34.018