IRIS
MUSCOLINO, Giuseppe Alfredo
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 12.795
EU - Europa 12.410
AS - Asia 6.699
SA - Sud America 2.568
Continente sconosciuto - Info sul continente non disponibili 230
AF - Africa 196
OC - Oceania 11
Totale 34.909
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 12.549
RU - Federazione Russa 6.131
SG - Singapore 3.185
BR - Brasile 2.253
CN - Cina 1.717
IE - Irlanda 1.490
SE - Svezia 1.308
UA - Ucraina 888
HK - Hong Kong 691
DE - Germania 603
GB - Regno Unito 517
IT - Italia 497
FR - Francia 409
FI - Finlandia 310
VN - Vietnam 289
IN - India 173
CA - Canada 114
AR - Argentina 93
BD - Bangladesh 83
TR - Turchia 79
IQ - Iraq 67
MX - Messico 65
ZA - Sudafrica 62
EC - Ecuador 60
PL - Polonia 50
BE - Belgio 49
CO - Colombia 49
PK - Pakistan 48
JP - Giappone 47
UZ - Uzbekistan 45
NL - Olanda 41
MA - Marocco 38
ID - Indonesia 34
VE - Venezuela 32
ES - Italia 28
KR - Corea 28
CL - Cile 26
AE - Emirati Arabi Uniti 23
PY - Paraguay 20
KE - Kenya 19
PE - Perù 17
TN - Tunisia 17
AZ - Azerbaigian 16
DZ - Algeria 15
JO - Giordania 15
NP - Nepal 15
EG - Egitto 14
PH - Filippine 14
HN - Honduras 13
IL - Israele 13
MY - Malesia 13
KZ - Kazakistan 12
SA - Arabia Saudita 12
AU - Australia 11
LT - Lituania 11
AL - Albania 10
NG - Nigeria 9
OM - Oman 9
TW - Taiwan 9
BO - Bolivia 8
DO - Repubblica Dominicana 8
LB - Libano 8
TH - Thailandia 8
UY - Uruguay 8
BG - Bulgaria 7
CI - Costa d'Avorio 7
EU - Europa 7
JM - Giamaica 7
LV - Lettonia 7
PA - Panama 7
RO - Romania 7
GR - Grecia 6
GT - Guatemala 6
PS - Palestinian Territory 6
AT - Austria 5
BB - Barbados 5
CR - Costa Rica 5
MO - Macao, regione amministrativa speciale della Cina 5
BA - Bosnia-Erzegovina 4
ET - Etiopia 4
KG - Kirghizistan 4
KH - Cambogia 4
KW - Kuwait 4
MD - Moldavia 4
PT - Portogallo 4
RS - Serbia 4
AM - Armenia 3
BN - Brunei Darussalam 3
BY - Bielorussia 3
CH - Svizzera 3
CZ - Repubblica Ceca 3
DK - Danimarca 3
GE - Georgia 3
LA - Repubblica Popolare Democratica del Laos 3
NI - Nicaragua 3
PR - Porto Rico 3
SV - El Salvador 3
TT - Trinidad e Tobago 3
BH - Bahrain 2
BW - Botswana 2
Totale 34.654
Salva come PNG Salva come JPEG
Città #
Moscow 2.078
Ashburn 1.719
Jacksonville 1.614
Singapore 1.562
Dublin 1.488
Dallas 1.189
Chandler 1.185
Nyköping 793
Hong Kong 687
San Jose 595
Beijing 530
Council Bluffs 475
The Dalles 358
Princeton 327
Medford 311
Dearborn 300
Cambridge 290
Los Angeles 275
Lauterbourg 274
Lancaster 244
Des Moines 241
Ann Arbor 206
Boardman 167
Buffalo 167
São Paulo 165
New York 141
Columbus 97
Tianjin 93
Ho Chi Minh City 92
Guangzhou 74
Wilmington 74
Hanoi 72
Messina 70
Woodbridge 70
Rio de Janeiro 65
Santa Clara 65
Jinan 64
Belo Horizonte 61
Shenyang 53
Redondo Beach 50
Orem 49
Brussels 47
Munich 47
Pune 45
Warsaw 44
Tashkent 43
Tokyo 43
Frankfurt am Main 41
Milan 41
Brasília 39
Nanjing 39
Phoenix 39
Curitiba 37
San Mateo 35
Seattle 35
London 32
Rome 32
Montreal 31
Chennai 30
Haikou 30
Stockholm 30
Porto Alegre 29
Hebei 28
Houston 28
Denver 26
Johannesburg 26
Zhengzhou 26
Chicago 25
Shenzhen 25
Atlanta 24
Brooklyn 23
Istanbul 23
Ningbo 23
Catania 22
Changsha 22
Geochang-gun 22
Hangzhou 22
Ottawa 22
Salvador 22
Turku 22
Guayaquil 21
Baghdad 20
Campinas 20
Cape Town 20
Palermo 20
Guarulhos 19
Ribeirão Preto 19
Shanghai 19
Contagem 18
Manchester 18
Mexico City 18
Naples 18
San Francisco 18
Sorocaba 18
Taizhou 18
Washington 18
Dhaka 17
Lahore 17
Mumbai 17
Boston 16
Totale 20.019
Salva come PNG Salva come JPEG
Nome #
Stochastic seismic analysis of multidegree of freedom systems 226
A modal approach for the evaluation of the response sensitivity of structural systems subjected to non-stationary random process 212
A method of design input direction search for asymmetric multistorey structures 209
A dynamic reanalysis technique for general structural modifications under deterministic or stochastic input 209
Effects of viscoelastic memory on the buffeting response of tall buildings 196
A method for the dynamic re-analysis of nonlinear systems 195
A censored closure for predicting the extreme response of oscillators with non-linear damping. 195
A modal correction method for non-stationary random response of large FE systems 190
Dinamica delle Strutture con fondamenti ed applicazioni di ingegneria sismica e dinamica aleatoria 187
A modal correction method for non-stationary random vibrations of linear systems 186
A Dynamic Reanalysis Technique for Modifications of Structural Componetnts 185
A reanalysis technique for structures under white noise excitation 184
Analisi Aleatoria di Ponti con Sistemi di Protezione Passiva Soggetti ad Azioni Sismiche Spettro Compatibili 182
A NOVEL METHOD FOR THE GENERATION OF FULLY NON-STATIONARY SPECTRUM COMPATIBLE ARTIFICIAL ACCELEROGRAMS 181
Dinamica delle Strutture 178
Monte Carlo simulation in the stochastic analysis of non-linear systems under external stationary Poisson white noise input (vol 38, pg 1269, 2003) 178
Preface 178
Response sensitivity of structural systems subjected to fully non-stationary random processes 178
A Method for the Deterministic and Stochastic Time Domain Identification of Structures 175
A substructure approach tailored to the dynamic analysis of multi-span continuous beams under moving loads 173
Dynamics of structures with uncertain-but-bounded parameters via pseudo-static sensitivity analysis 172
A numerical method for dynamic analysis of linear structural systems with dynamical modifications 170
Analisi dinamica deterministica ed aleatoria di oscillatori che percorrono travi su suolo viscoelastico 169
An experimental and theoretical study of rail irregularities andtheir effects on railway bridge dynamics 168
Crack detection and location in a damaged beam vibrating under white noise 167
Generation of fully non-stationary random processes consistent with target accelerograms 166
Crack identification in a beam by measure of the response to White Noise 165
A method for the dynamic analysis of suspended cables carrying moving masses 165
Response statistics of structural systems subjected to fully non-stationary spectrum compatible excitation 164
A numerical method for the dynamic analysis of buildings provided with viscoelastic devices 163
Improved dynamic analysis of structures with mechanical uncertainties under deterministic input 162
Combination of modal responses consistent with seismic input representation 161
Identification of fixed-free continuous single-walled carbon nanotubes-based mass sensor 161
Numerical and Experimental Verification of a Technique for locating a fatigue crack on Beams vibrating under Gaussian excitation 160
Static analysis of structures with uncertainties described by imprecise probabilities 159
Dynamic analysis of structures with uncertain-but-bounded parameters 157
Seismic Response of Buildings with Uncertain-but-Bounded Mass Distribution 154
Absolute versus relative formulations of the moving oscillator problem 154
Analisi sismica di strutture con componenti non strutturali 154
Damping-adjusted combination rule for the response spectrum analysis of base-isolated buildings 154
Seismic analysis of base isolated structures by response spectrum method 153
Analisi sismica aleatoria nell’area dello stretto di Messina 153
Identification of Fixed-Free Double-Walled Carbon Nanotube-Based Mass Sensor 153
Generation of artificial accelerograms consistent with earthquake-induced ground motions 153
A sensitivity-based approach for reliability analysis of randomly excited structures with interval axial stiffness 153
A perturbation approach for the response of dynamically modified structural systems 152
Time-domain response of linear hysteretic systems to deterministic and random excitations. 151
A substructure approach in the dynamic analysis of continuous beams under moving oscillators 149
Interval complete quadratic combination rule for the response spectrum analysis of buildings with accidental eccentricity 149
Unicità dell'identificazione di matrici di rigidezza e dissipazione strutturale in telai soggetti ad azioni sismiche 148
A numerical method for stochastic analysis of nonclassically damped linear systems 148
A two stage approach for the sesmic analysis of base-isolated structures 148
Fully Nonstationary Analysis of Linear Structural Systems Subjected to Multicorrelated Stochastic Excitations 148
Analysis of structural performance in the framework of imprecise probabilities 148
A simple stochastic sensitivity analysis method for the optimazation of secondary structure 147
Stochastic analysis of linear structural systems under spectrum and site intensity compatible fully non-stationary artificial accelerograms 145
A substructure approach in the dynamic analysis of continuous beams under moving loads 144
An earthquake response spectrum method for linear light secondary substructures 144
Dynamic analysis of buildings with viscoelastic devices: a numerical method 143
A numerical method for the time-domain dynamic analysis of buildings equipped with viscoelastic dampers 143
Clamped-Free Single-Walled Carbon Nanotube-Based Mass Sensor Treated as Bernoulli–Euler Beam 143
New real-value modal combination rules for non-classically damped structures 141
Interval dynamic response of discretized structures with uncertain-but-bounded parameters 140
Analisi sismica aleatoria di strutture dotate di isolatori ad attrito (R-FBI) 139
Effective stiffness and effective mass of the double-walled carbon nanotube mass sensor 139
Fatigue analysis of wind excited structures with structural parameters affected by uncertainties described by interval variables 138
A simple stochastic sensitivity analysis method for the optimization of secondary structure 137
Closed-form solutions for the evolutionary frequency response function of linear systems subjected to separable or non-separable non-stationary stochastic excitations 137
Analysis of structures with random axial stiffness described by imprecise probability density functions 136
A sensitivity-based approach for the dynamic analysis of structures with uncertain-but-bounded parameters 136
Solutions of Fokker Plank equations for randomly excited oscillations with Preisach model of Hysteresys 135
A numerical method for the dynamic analysis of buildings provided with viscoelastic devices 134
Dynamic analysis of Bernoulli-Euler beams with interval uncertainties under moving loads 134
Random vibration of SDOF non-linear systems 133
Deterministic and stochastic seismic analysis of buildings with uncertain-but-bounded mass distribution 133
Reliability analysis of structures with interval uncertainties under stationary stochastic excitations 133
Monte Carlo simulation in the stochastic analysis of non-linear systems under external stationary Poisson white noise input 132
Random vibration of linear oscillators moving on rough beams 132
A method to evaluate in explicit form the spectral characteristics of the response of linear structural systems subjected to fully non-stationary processes 132
Interval Fractile Levels for Stationary Stochastic Response of Linear Structures With Uncertainties 132
Un metodo per l'analisi dinamica di strutture cin non linearità geometriche 131
Non-geometric spectral moments for frequency varying filtered input processes 130
Correzione modale per sistemi composti da sottostrutture soggetti ad accelerazione spettrocompatibile 130
Closed-form sensitivities of the frequency domain response of structural systems with interval uncertainties 130
Reliability assessment of structural systems with interval uncertainties under spectrum-compatible seismic excitations 130
Composite subsystems under random base excitations 129
Metodi di correzione modale per l'analisi sismica di sistemi con sottostrutture 129
Analisi dinamica deterministica ed aleatoria di oscillatori che percorrono travi su suolo elastico 128
Seismic analysis of structural systems subjected to fully non-stationary artificial accelerograms 128
Comparison of Parameterized and Improved Interval Analyses 127
Evolutionary frequency response function of linear systems subjected to earthquake accelerograms using the adaptive chirplet decomposition 127
Indagini teoriche e sperimentali per l'identificazione del crack in travi soggette a rumore bianco 126
Un metodo di correzione modale per l'analisi sismica di strutture composte da sottostrutture 126
Stationary and non-stationary spectrum compatible ground motion models in the stochastic seismic analysis of structures 125
Propagation of uncertain structural properties described by imprecise Probability Density Functions via response surface method 125
A substructure approach for the dynamic analysis of train-track-bridge system 124
Correzione modale per l'analisi sismica di strutture composte da sottostrutture 123
Random Vibrations Of Preisach Hysteretic Systems 123
State space formulation for linear viscoelastic dynamic systems with memory 123
Stochastic averaging of Preisach hysteretic systems 121
Totale 15.265
Salva come PNG Salva come JPEG
Categoria #
all - tutte 120.691
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 120.691
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.681 0 222 21 38 66 12 112 96 18 46 370 680
2022/20234.642 385 350 171 442 364 454 68 261 1.921 32 156 38
2023/20241.240 116 197 66 251 93 215 42 86 4 49 24 97
2024/20255.700 73 66 116 349 311 97 68 1.438 1.539 249 464 930
2025/202615.037 492 1.176 1.133 985 1.135 3.537 2.054 1.663 1.620 681 316 245
2026/2027794 246 548 0 0 0 0 0 0 0 0 0 0
Totale 34.909