MUSCOLINO, Giuseppe Alfredo
 Distribuzione geografica
Continente #
EU - Europa 12.354
NA - Nord America 11.616
AS - Asia 6.599
SA - Sud America 2.547
AF - Africa 197
Continente sconosciuto - Info sul continente non disponibili 11
OC - Oceania 11
Totale 33.335
Nazione #
US - Stati Uniti d'America 11.421
RU - Federazione Russa 6.143
SG - Singapore 3.174
BR - Brasile 2.244
CN - Cina 1.665
IE - Irlanda 1.495
SE - Svezia 1.313
UA - Ucraina 888
HK - Hong Kong 688
DE - Germania 603
GB - Regno Unito 514
IT - Italia 437
FR - Francia 405
FI - Finlandia 312
VN - Vietnam 277
IN - India 171
AR - Argentina 92
CA - Canada 85
TR - Turchia 79
BD - Bangladesh 72
IQ - Iraq 66
ZA - Sudafrica 63
MX - Messico 61
EC - Ecuador 58
BE - Belgio 49
PL - Polonia 48
JP - Giappone 47
PK - Pakistan 47
UZ - Uzbekistan 46
CO - Colombia 43
MA - Marocco 38
NL - Olanda 37
VE - Venezuela 32
ID - Indonesia 31
KR - Corea 28
CL - Cile 25
ES - Italia 24
AE - Emirati Arabi Uniti 21
KE - Kenya 19
PY - Paraguay 19
PE - Perù 17
TN - Tunisia 17
AZ - Azerbaigian 16
DZ - Algeria 15
JO - Giordania 15
PH - Filippine 15
EG - Egitto 14
NP - Nepal 14
IL - Israele 13
KZ - Kazakistan 12
MY - Malesia 12
AU - Australia 11
LT - Lituania 11
SA - Arabia Saudita 11
HN - Honduras 10
AL - Albania 9
NG - Nigeria 9
OM - Oman 9
TW - Taiwan 9
DO - Repubblica Dominicana 8
LB - Libano 8
UY - Uruguay 8
BG - Bulgaria 7
BO - Bolivia 7
CI - Costa d'Avorio 7
EU - Europa 7
LV - Lettonia 7
PA - Panama 7
RO - Romania 7
TH - Thailandia 7
GR - Grecia 6
PS - Palestinian Territory 6
AT - Austria 5
BA - Bosnia-Erzegovina 5
BB - Barbados 5
MO - Macao, regione amministrativa speciale della Cina 5
ET - Etiopia 4
GT - Guatemala 4
KG - Kirghizistan 4
KH - Cambogia 4
KW - Kuwait 4
RS - Serbia 4
AM - Armenia 3
BN - Brunei Darussalam 3
CH - Svizzera 3
CZ - Repubblica Ceca 3
DK - Danimarca 3
GE - Georgia 3
JM - Giamaica 3
LA - Repubblica Popolare Democratica del Laos 3
MD - Moldavia 3
NI - Nicaragua 3
PT - Portogallo 3
TT - Trinidad e Tobago 3
BH - Bahrain 2
BW - Botswana 2
BY - Bielorussia 2
CR - Costa Rica 2
IR - Iran 2
MN - Mongolia 2
Totale 33.303
Città #
Moscow 2.083
Jacksonville 1.614
Ashburn 1.578
Singapore 1.559
Dublin 1.493
Chandler 1.191
Dallas 1.186
Nyköping 795
Hong Kong 685
Beijing 522
The Dalles 359
San Jose 330
Princeton 329
Medford 312
Dearborn 299
Cambridge 291
Lauterbourg 275
Los Angeles 269
Lancaster 244
Des Moines 241
Ann Arbor 207
Boardman 168
Buffalo 167
São Paulo 164
New York 137
Tianjin 92
Ho Chi Minh City 87
Wilmington 75
Guangzhou 73
Woodbridge 69
Hanoi 68
Messina 65
Rio de Janeiro 65
Jinan 64
Belo Horizonte 61
Council Bluffs 54
Shenyang 53
Redondo Beach 50
Brussels 47
Munich 47
Orem 46
Pune 45
Tashkent 44
Warsaw 44
Tokyo 43
Frankfurt am Main 41
Brasília 39
Nanjing 39
Curitiba 37
Milan 35
San Mateo 35
Santa Clara 35
Seattle 34
Chennai 30
Haikou 30
Phoenix 30
Stockholm 30
London 29
Porto Alegre 29
Hebei 28
Montreal 28
Houston 26
Johannesburg 26
Zhengzhou 26
Shenzhen 25
Rome 24
Istanbul 23
Ningbo 23
Atlanta 22
Catania 22
Denver 22
Geochang-gun 22
Hangzhou 22
Ottawa 22
Salvador 22
Turku 22
Brooklyn 21
Changsha 21
Guayaquil 21
Baghdad 20
Cape Town 20
Chicago 20
Columbus 20
Campinas 19
Guarulhos 19
Palermo 19
Ribeirão Preto 19
Contagem 18
Manchester 18
Shanghai 18
Sorocaba 18
Taizhou 18
San Francisco 17
Boston 16
Dhaka 16
Goiânia 16
Jiaxing 16
Lahore 16
Mumbai 16
Nairobi 16
Totale 19.006
Nome #
Stochastic seismic analysis of multidegree of freedom systems 220
A method of design input direction search for asymmetric multistorey structures 205
A modal approach for the evaluation of the response sensitivity of structural systems subjected to non-stationary random process 203
A dynamic reanalysis technique for general structural modifications under deterministic or stochastic input 199
A method for the dynamic re-analysis of nonlinear systems 190
A censored closure for predicting the extreme response of oscillators with non-linear damping. 188
Effects of viscoelastic memory on the buffeting response of tall buildings 185
A modal correction method for non-stationary random response of large FE systems 184
A reanalysis technique for structures under white noise excitation 179
A modal correction method for non-stationary random vibrations of linear systems 178
A Dynamic Reanalysis Technique for Modifications of Structural Componetnts 175
Analisi Aleatoria di Ponti con Sistemi di Protezione Passiva Soggetti ad Azioni Sismiche Spettro Compatibili 175
A NOVEL METHOD FOR THE GENERATION OF FULLY NON-STATIONARY SPECTRUM COMPATIBLE ARTIFICIAL ACCELEROGRAMS 175
Dinamica delle Strutture 174
Monte Carlo simulation in the stochastic analysis of non-linear systems under external stationary Poisson white noise input (vol 38, pg 1269, 2003) 174
Preface 174
Response sensitivity of structural systems subjected to fully non-stationary random processes 172
A Method for the Deterministic and Stochastic Time Domain Identification of Structures 169
A numerical method for dynamic analysis of linear structural systems with dynamical modifications 167
An experimental and theoretical study of rail irregularities andtheir effects on railway bridge dynamics 165
Analisi dinamica deterministica ed aleatoria di oscillatori che percorrono travi su suolo viscoelastico 163
A substructure approach tailored to the dynamic analysis of multi-span continuous beams under moving loads 163
Dynamics of structures with uncertain-but-bounded parameters via pseudo-static sensitivity analysis 162
Generation of fully non-stationary random processes consistent with target accelerograms 162
Crack detection and location in a damaged beam vibrating under white noise 161
Response statistics of structural systems subjected to fully non-stationary spectrum compatible excitation 160
A numerical method for the dynamic analysis of buildings provided with viscoelastic devices 159
Crack identification in a beam by measure of the response to White Noise 158
Identification of fixed-free continuous single-walled carbon nanotubes-based mass sensor 157
Combination of modal responses consistent with seismic input representation 156
Improved dynamic analysis of structures with mechanical uncertainties under deterministic input 156
A method for the dynamic analysis of suspended cables carrying moving masses 155
Numerical and Experimental Verification of a Technique for locating a fatigue crack on Beams vibrating under Gaussian excitation 155
Dynamic analysis of structures with uncertain-but-bounded parameters 152
Identification of Fixed-Free Double-Walled Carbon Nanotube-Based Mass Sensor 151
Analisi sismica di strutture con componenti non strutturali 151
Damping-adjusted combination rule for the response spectrum analysis of base-isolated buildings 151
A perturbation approach for the response of dynamically modified structural systems 150
Seismic Response of Buildings with Uncertain-but-Bounded Mass Distribution 150
Analisi sismica aleatoria nell’area dello stretto di Messina 148
Time-domain response of linear hysteretic systems to deterministic and random excitations. 147
Seismic analysis of base isolated structures by response spectrum method 147
Absolute versus relative formulations of the moving oscillator problem 147
Static analysis of structures with uncertainties described by imprecise probabilities 147
A sensitivity-based approach for reliability analysis of randomly excited structures with interval axial stiffness 147
A numerical method for stochastic analysis of nonclassically damped linear systems 146
Generation of artificial accelerograms consistent with earthquake-induced ground motions 146
Unicità dell'identificazione di matrici di rigidezza e dissipazione strutturale in telai soggetti ad azioni sismiche 143
Analysis of structural performance in the framework of imprecise probabilities 143
A simple stochastic sensitivity analysis method for the optimazation of secondary structure 142
A substructure approach in the dynamic analysis of continuous beams under moving oscillators 142
Interval complete quadratic combination rule for the response spectrum analysis of buildings with accidental eccentricity 141
Dynamic analysis of buildings with viscoelastic devices: a numerical method 139
A two stage approach for the sesmic analysis of base-isolated structures 139
Clamped-Free Single-Walled Carbon Nanotube-Based Mass Sensor Treated as Bernoulli–Euler Beam 139
Dinamica delle Strutture con fondamenti ed applicazioni di ingegneria sismica e dinamica aleatoria 138
Fully Nonstationary Analysis of Linear Structural Systems Subjected to Multicorrelated Stochastic Excitations 138
Analisi sismica aleatoria di strutture dotate di isolatori ad attrito (R-FBI) 137
A numerical method for the time-domain dynamic analysis of buildings equipped with viscoelastic dampers 137
A substructure approach in the dynamic analysis of continuous beams under moving loads 136
Stochastic analysis of linear structural systems under spectrum and site intensity compatible fully non-stationary artificial accelerograms 136
Effective stiffness and effective mass of the double-walled carbon nanotube mass sensor 134
Fatigue analysis of wind excited structures with structural parameters affected by uncertainties described by interval variables 134
A simple stochastic sensitivity analysis method for the optimization of secondary structure 133
Interval dynamic response of discretized structures with uncertain-but-bounded parameters 133
New real-value modal combination rules for non-classically damped structures 132
Closed-form solutions for the evolutionary frequency response function of linear systems subjected to separable or non-separable non-stationary stochastic excitations 131
Solutions of Fokker Plank equations for randomly excited oscillations with Preisach model of Hysteresys 130
Deterministic and stochastic seismic analysis of buildings with uncertain-but-bounded mass distribution 130
Analysis of structures with random axial stiffness described by imprecise probability density functions 129
A sensitivity-based approach for the dynamic analysis of structures with uncertain-but-bounded parameters 129
Random vibration of SDOF non-linear systems 128
An earthquake response spectrum method for linear light secondary substructures 128
A numerical method for the dynamic analysis of buildings provided with viscoelastic devices 128
A method to evaluate in explicit form the spectral characteristics of the response of linear structural systems subjected to fully non-stationary processes 128
Non-geometric spectral moments for frequency varying filtered input processes 126
Correzione modale per sistemi composti da sottostrutture soggetti ad accelerazione spettrocompatibile 126
Composite subsystems under random base excitations 125
Analisi dinamica deterministica ed aleatoria di oscillatori che percorrono travi su suolo elastico 125
Random vibration of linear oscillators moving on rough beams 125
Metodi di correzione modale per l'analisi sismica di sistemi con sottostrutture 124
Closed-form sensitivities of the frequency domain response of structural systems with interval uncertainties 124
Evolutionary frequency response function of linear systems subjected to earthquake accelerograms using the adaptive chirplet decomposition 124
Reliability assessment of structural systems with interval uncertainties under spectrum-compatible seismic excitations 124
Un metodo per l'analisi dinamica di strutture cin non linearità geometriche 123
Monte Carlo simulation in the stochastic analysis of non-linear systems under external stationary Poisson white noise input 123
Un metodo di correzione modale per l'analisi sismica di strutture composte da sottostrutture 123
Stationary and non-stationary spectrum compatible ground motion models in the stochastic seismic analysis of structures 123
Comparison of Parameterized and Improved Interval Analyses 123
Reliability analysis of structures with interval uncertainties under stationary stochastic excitations 123
Dynamic analysis of Bernoulli-Euler beams with interval uncertainties under moving loads 122
Interval Fractile Levels for Stationary Stochastic Response of Linear Structures With Uncertainties 121
Seismic analysis of structural systems subjected to fully non-stationary artificial accelerograms 120
Correzione modale per l'analisi sismica di strutture composte da sottostrutture 119
State space formulation for linear viscoelastic dynamic systems with memory 119
Indagini teoriche e sperimentali per l'identificazione del crack in travi soggette a rumore bianco 117
Random Vibrations Of Preisach Hysteretic Systems 117
Prove su tavola vibrante di un modello in muratura per la validazione di due interventi di miglioramento sismico 116
C-type Gram-Charlier probability density function approximation of non-linear oscillators 116
Propagation of uncertain structural properties described by imprecise Probability Density Functions via response surface method 115
Totale 14.618
Categoria #
all - tutte 110.316
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 110.316


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021478 0 0 0 0 0 0 0 0 0 295 94 89
2021/20221.699 13 222 21 38 66 12 112 97 18 46 371 683
2022/20234.663 386 352 171 445 365 458 68 263 1.925 32 158 40
2023/20241.243 116 197 67 252 93 215 42 86 4 50 24 97
2024/20255.714 73 67 116 351 311 97 68 1.438 1.546 249 464 934
2025/202614.421 492 1.180 1.135 986 1.138 3.545 2.060 1.666 1.623 596 0 0
Totale 33.554