CASTALDO, PAOLO
 Distribuzione geografica
Continente #
NA - Nord America 9.612
EU - Europa 7.483
AS - Asia 5.631
SA - Sud America 777
AF - Africa 70
OC - Oceania 16
Continente sconosciuto - Info sul continente non disponibili 4
Totale 23.593
Nazione #
US - Stati Uniti d'America 9.463
SG - Singapore 2.253
IT - Italia 2.176
CN - Cina 1.565
GB - Regno Unito 1.528
DE - Germania 1.129
BR - Brasile 592
UA - Ucraina 474
KR - Corea 469
FR - Francia 425
TR - Turchia 387
IE - Irlanda 300
BE - Belgio 243
SE - Svezia 233
RU - Federazione Russa 210
HK - Hong Kong 195
VN - Vietnam 180
CH - Svizzera 169
IN - India 139
FI - Finlandia 121
CA - Canada 103
NL - Olanda 92
AT - Austria 89
ID - Indonesia 77
IR - Iran 67
EC - Ecuador 54
JP - Giappone 51
AR - Argentina 50
TW - Taiwan 48
ES - Italia 42
IQ - Iraq 37
BG - Bulgaria 35
PL - Polonia 34
BD - Bangladesh 32
MX - Messico 31
CL - Cile 28
HR - Croazia 24
CZ - Repubblica Ceca 22
LT - Lituania 21
PK - Pakistan 21
CO - Colombia 19
RO - Romania 18
PE - Perù 17
ZA - Sudafrica 17
NO - Norvegia 16
JO - Giordania 15
PT - Portogallo 15
UZ - Uzbekistan 15
AU - Australia 12
DZ - Algeria 12
PH - Filippine 12
KE - Kenya 11
AE - Emirati Arabi Uniti 10
AL - Albania 9
MY - Malesia 9
NP - Nepal 9
SA - Arabia Saudita 9
TH - Thailandia 9
IL - Israele 8
GR - Grecia 7
MA - Marocco 7
PY - Paraguay 7
HU - Ungheria 6
LB - Libano 6
EU - Europa 5
JM - Giamaica 5
KG - Kirghizistan 5
KZ - Kazakistan 5
RS - Serbia 5
SN - Senegal 5
VE - Venezuela 5
CY - Cipro 4
EG - Egitto 4
ET - Etiopia 4
NZ - Nuova Zelanda 4
TT - Trinidad e Tobago 4
AZ - Azerbaigian 3
BO - Bolivia 3
GA - Gabon 3
GE - Georgia 3
LU - Lussemburgo 3
TN - Tunisia 3
BH - Bahrain 2
CR - Costa Rica 2
DK - Danimarca 2
DO - Repubblica Dominicana 2
EE - Estonia 2
KW - Kuwait 2
PS - Palestinian Territory 2
SK - Slovacchia (Repubblica Slovacca) 2
UY - Uruguay 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
KH - Cambogia 1
Totale 23.584
Città #
Ashburn 1.901
Southend 1.318
Singapore 1.315
Chandler 721
Dallas 586
Seattle 460
Princeton 457
Fairfield 445
Turin 423
Houston 350
Beijing 349
Boardman 344
San Ramon 333
Dublin 285
Santa Clara 273
Berlin 268
Izmir 255
Woodbridge 252
Ann Arbor 240
Brussels 240
Jacksonville 218
Wilmington 196
Cambridge 175
San Donato Milanese 163
Torino 162
Seoul 158
Council Bluffs 150
Bern 146
Los Angeles 146
Milan 114
Hong Kong 107
Zhengzhou 92
Rome 88
Shanghai 84
Helsinki 73
Grafing 71
Hangzhou 69
San Antonio 67
Buffalo 64
Ho Chi Minh City 63
Falls Church 58
North Bergen 58
Istanbul 56
Jakarta 56
Guangzhou 53
Bremen 51
São Paulo 51
New York 49
Zaporozhye 48
Vienna 43
Hefei 41
The Dalles 40
Hanoi 39
Salerno 39
Toronto 38
Columbus 37
London 36
Chicago 35
Nuremberg 34
Tokyo 34
Sofia 33
Naples 32
Munich 31
Quito 31
Fremont 30
Lappeenranta 30
Redondo Beach 27
Frankfurt am Main 26
Washington 26
Norwalk 24
Zagreb 24
Changsha 22
Nanjing 22
San Diego 22
Atlanta 21
Belo Horizonte 21
Malatya 21
Yubileyny 21
Rio de Janeiro 20
Santiago 19
Warsaw 19
Denver 18
Ottawa 18
Redwood City 18
Stockholm 17
Baghdad 16
Bari 16
Chennai 16
Mountain View 16
Shenzhen 16
Brooklyn 15
Catania 15
Montreal 15
Padova 15
Palermo 15
Bologna 14
Frankfurt 14
Genoa 14
Indiana 14
Kocaeli 14
Totale 14.935
Nome #
SEISMIC RELIABILITY ASSESSMENT OF ISOLATED MULTI-SPAN CONTINUOUS DECK BRIDGES 381
DISSIPATORE ISTERETICO PERFEZIONATO 356
Partial factor methods for existing structures according to fib Bulletin 80: Assessment of an existing prestressed concrete bridge 355
Assessment of the efficiency of seismic design for structural robustness of rc structures 260
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T6 227
Effects of the axial force eccentricity on the time-variant structural reliability of aging r.c. cross-sections subjected to chloride-induced corrosion 218
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T4 213
Seismic reliability-based ductility demand evaluation for inelastic base-isolated structures with friction pendulum devices 213
Proposal for an empirical evaluation of rotation capacity of RHS aluminium alloy beams based on fem simulations 211
Seismic fragility and reliability of structures isolated by friction pendulum devices: Seismic reliability-based design (SRBD) 208
Seismic Upgrading of Existing Reinforced Concrete Buildings Using Friction Pendulum Devices: A Probabilistic Evaluation 208
Probabilistic analysis of excavation-induced damages to existing structures 207
Influence of FPS bearing properties on the seismic performance of base-isolated structures 204
Seismic reliability of base-isolated structures with friction pendulum bearings 193
Optimal integrated seismic design of structural and viscoelastic bracing-damper systems 192
The Dissipative Column: A New Hysteretic Damper 191
Ultimate behaviour of RHS temper T6 aluminium alloy beams subjected to non-uniform bending: Parametric analysis 190
Integrated Seismic Design of Structure and Control Systems 187
Effects of deep excavation on seismic vulnerability of existing reinforced concrete framed structures 187
11.10: Probabilistic theory of plastic mechanism control 186
Dynamic response of systems equipped with viscous and viscoelastic dampers 185
Influence of the strength reduction factor on the seismic reliability of structures with FPS considering intermediate PGA/PGV ratios 183
FEM simulations and rotation capacity evaluation for RHS temper T4 aluminium alloy beams 183
SEISMIC RELIABILITY-BASED DESIGN OF PERFECTLY ELASTOPLASTIC STRUCTUTRES ISOLATED BY FPS 183
Life-cycle cost and seismic reliability analysis of 3D systems equipped with FPS for different isolation degrees 182
Applying the optimal integrated design methodology 182
Toward fib model code 2020: Partial safety factor for resisting model uncertainties in plane stress nlfem analyses of R.C. systems 182
Seismic Reliability of Structural Systems Isolated by FPS 181
Optimal design of single concave sliding bearings for isolated structures considering intermediate isolation degrees 180
Passive structural control 179
Probabilistic assessment of groundwater leakage in diaphragm wall joints for deep excavations 179
Influence of ground motion characteristics on the optimal single concave sliding bearing properties for base-isolated structures 179
SEISMIC RELIABILITY-BASED DESIGN OF INELASTIC STRUCTURES WITH DIFFERENT VALUES OF THE POSTYIELDING STIFFNESS ISOLATED BY FPS 179
Optimal design of friction pendulum system properties for isolated structures considering different soil conditions 178
SEISMIC RETROFIT OF EXISTING BUILDINGS THROUGH THE DISSIPATIVE COLUMNS 178
Seismic reliability analysis of base-isolated structures with friction pendulum system 177
Impiego dei dispositivi viscosi e viscoelastici nella progettazione sismica di sistemi strutturali 177
Model uncertainty in non-linear numerical analyses of slender reinforced concrete members 177
Analisi della domanda sismica inelastica del terremoto de L’Aquila su sistemi dimensionati secondo le NTC2008 176
Modeling of viscoelastic dissipative bracing systems 176
Passive energy dissipation devices 176
Integrated design of proportionally damped framed structural systems equipped with viscous devices 175
An Energy-based Approach to the Seismic Control of One-Way Asymmetrical Structural Systems using Semi-Active Devices 175
Safety assessment of an existing bridge deck subject to different damage scenarios through the global safety format ECOV 175
EFFETTI DI SCAVI PROFONDI SULLA RISPOSTA SISMICA DELL'EDIFICATO ADIACENTE 172
Lifetime axial-bending capacity of a r.c. bridge pier cross-section subjected to corrosion 172
SEISMIC RELIABILITY OF BASE-ISOLATED STRUCTURAL SYSTEMS THROUGH FPS 171
Seismic reliability of base-isolated structures with friction pendulum isolators (FPS) 170
An in-situ experimental test on a reinforced concrete beam: test design and main results 169
Structural safety of existing buildings near deep excavations 167
THE STEEL COLUMN DAMPER: A NEW HYSTERETIC DEVICE PROVIDING ADDITIONAL STIFFNESS AND DAMPING 165
Time-Variant Reliability of RC Structures 165
OPTIMAL FRICTION COEFFICIENTS FOR ISOLATED STRUCTURES DEPENDING ON THE SOIL CONDITION 164
Aleatory uncertainties with global resistance safety factors for non-linear analyses of slender reinforced concrete columns 162
SEISMIC RELIABILITY ANALYSIS OF 3D NON-LINEAR BASE-ISOLATED STRUCTURES WITH FPS 158
THE DISSIPATIVE COLUMN AS A NEW STEEL DAMPER 158
Seismic performance assessment of isolated bridges for different limit states 158
Approccio prestazionale per la progettazione integrata di sistemi strutturali dotati di dispositivi viscosi lineari 157
Seismic reliability of yielding base-isolated structures 157
Validation of probabilistic theory of plastic mechanism control by means of Monte Carlo simulations 157
STOCHASTIC APPROACH FOR THEORY OF PLASTIC MECHANISM CONTROL 156
Seismic reliability assessment of equivalent perfectly elastoplastic base-isolated structures 151
Effects of deep excavations on existing buildings: a case study 150
SEISMIC RELIABILITY ASSESSMENT OF EQUIVALENT PERFECTLY ELASTOPLASTIC BASE-ISOLATED STRUCTURES 149
A simplified approach for the integrated design of viscoelastically damped structural systems 148
SEISMIC RELIABILITY-BASED DESIGN OF STRUCTURES ISOLATED BY FPS 147
Framework for definition of design formulations from empirical and semi-empirical resistance models 145
Resistance model uncertainty in non-linear finite element analyses of cyclically loaded reinforced concrete systems 144
Life-cycle cost analysis of 3D r.c. structures equipped with FPS bearings: Italian concrete days 143
SEISMIC RELIABILITY OF STEEL STRUCTURAL SYSTEMS ISOLATED BY FPS 142
Effects of Chloride-Induced Corrosion on Structural Reliability of R.C. Structures 142
Assessment of an Existing Prestressed R.C. Bridge According to fib Bulletin 80 142
EVALUATION BY TEST OF TIGHTENING TORQUE FOR PRELOADED STAIN-LESS STEEL BOLTING ASSEMBLIES 141
Full-scale load test of a PRC bridge beam after 60 years of service life 140
Strain-based method for assessment of global resistance safety factors for NLNAs of reinforced concrete structures 140
Seismic reliability of steel structures isolated by fps 140
Seismic performance of an existing RC structure retrofitted with buckling restrained braces 140
Stochastic Theory of Plastic Mechanism Control: Parametric analysis 140
SEISMIC RELIABILITY ASSESSMENT FOR YIELDING BASE-ISOLATED STRUCTURES 139
Optimal integrated design of structural and viscoelastic bracing-damper systems: theoretical principles 138
MODEL UNCERTAINTIES IN NLFEAS OF RC SYSTEMS UNDER CYCLIC LOADS 137
Seismic reliability of bridges isolated with FPS 137
Assessment of the Partial Safety Factor Related to Resistance Model Uncertainties in 2D NLFEAs of R.C. Systems 134
Assessment of an existing prestressed concrete bridge in line with fib Bulletin 80 134
Confinement effects within the seismic design of reinforced concrete frames: reliability assessment and comparison 133
Non-linear response spectra of the near-fault L’aquila event 131
Seismic reliability analysis of 3D base-isolated structures through FPS with non-linear superstructure 130
Full-Scale Experimental Testing on a Reinforced Bridge RC Beam: Experimental and SHM Results 127
A new hysteretic dissipative column providing additional stiffness and damping 127
Sostenibilità ambientale di scavi profondi in area urbana 127
SEISMIC PERFORMANCE OF BASE-ISOLATED STEEL STRUCTURES FOR DIFFERENT SOIL CONDITIONS 125
Seismic reliability of 3D base-isolated structures through FPS with elastic superstructure 124
Seismic reliability-based robustness assessment of three-dimensional reinforced concrete systems equipped with single-concave sliding devices 124
Advances in safety formats for non-linear finite elements analysis of reinforced concrete structures 124
SEISMIC PERFORMANCE OF BRIDGES ISOLATED WITH DCFP DEVICES 124
Seismic reliability of structures equipped with frictional isolators with improved lateral impact behavior 123
Approaches to estimate global safety factors for reliability assessment of RC structures using non-linear numerical analyses 123
Seismic Performance of Structures Isolated with FPS for Different Soil Conditions considering Intermediate Isolation Degrees 120
Fem simulations of a new hysteretic damper: The dissipative column 119
SEISMIC RELIABILITY-BASED DESIGN OF STRUCTURES EQUIPPED WITH DFPS 119
Totale 16.925
Categoria #
all - tutte 70.818
article - articoli 26.116
book - libri 514
conference - conferenze 37.874
curatela - curatele 0
other - altro 0
patent - brevetti 689
selected - selezionate 0
volume - volumi 5.121
Totale 141.132


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021943 0 0 0 0 0 269 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
2025/20264.662 662 722 1.118 1.207 903 50 0 0 0 0 0 0
Totale 24.137