IRIS
MUSCOLINO, Giuseppe Alfredo
 Distribuzione geografica
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Continente #
NA - Nord America 14.590
EU - Europa 12.571
AS - Asia 6.746
SA - Sud America 2.573
Continente sconosciuto - Info sul continente non disponibili 234
AF - Africa 204
OC - Oceania 11
Totale 36.929
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Nazione #
US - Stati Uniti d'America 14.263
RU - Federazione Russa 6.170
SG - Singapore 3.190
BR - Brasile 2.253
CN - Cina 1.721
IE - Irlanda 1.491
SE - Svezia 1.310
UA - Ucraina 890
HK - Hong Kong 693
DE - Germania 611
IT - Italia 577
GB - Regno Unito 530
FR - Francia 410
FI - Finlandia 310
VN - Vietnam 289
IN - India 174
CA - Canada 149
AR - Argentina 94
BD - Bangladesh 85
TR - Turchia 81
IQ - Iraq 67
MX - Messico 67
ZA - Sudafrica 62
EC - Ecuador 61
PL - Polonia 52
CO - Colombia 50
BE - Belgio 49
JP - Giappone 48
PK - Pakistan 48
NL - Olanda 45
UZ - Uzbekistan 45
MA - Marocco 38
IL - Israele 37
ID - Indonesia 34
VE - Venezuela 34
ES - Italia 32
KR - Corea 28
CL - Cile 26
AE - Emirati Arabi Uniti 23
HN - Honduras 22
PY - Paraguay 20
KE - Kenya 19
PE - Perù 17
TN - Tunisia 17
AZ - Azerbaigian 16
PH - Filippine 16
CR - Costa Rica 15
DZ - Algeria 15
JO - Giordania 15
NP - Nepal 15
EG - Egitto 14
KZ - Kazakistan 13
MY - Malesia 13
SA - Arabia Saudita 12
AU - Australia 11
JM - Giamaica 11
LT - Lituania 11
AL - Albania 10
GT - Guatemala 9
NG - Nigeria 9
OM - Oman 9
TW - Taiwan 9
BO - Bolivia 8
DO - Repubblica Dominicana 8
LB - Libano 8
SC - Seychelles 8
SV - El Salvador 8
TH - Thailandia 8
UY - Uruguay 8
BG - Bulgaria 7
CI - Costa d'Avorio 7
EU - Europa 7
LV - Lettonia 7
PA - Panama 7
PR - Porto Rico 7
RO - Romania 7
AM - Armenia 6
GR - Grecia 6
PS - Palestinian Territory 6
TT - Trinidad e Tobago 6
AT - Austria 5
BB - Barbados 5
EE - Estonia 5
MO - Macao, regione amministrativa speciale della Cina 5
NI - Nicaragua 5
BA - Bosnia-Erzegovina 4
CW - ???statistics.table.value.countryCode.CW??? 4
ET - Etiopia 4
KG - Kirghizistan 4
KH - Cambogia 4
KW - Kuwait 4
MD - Moldavia 4
PT - Portogallo 4
RS - Serbia 4
BN - Brunei Darussalam 3
BY - Bielorussia 3
CH - Svizzera 3
CZ - Repubblica Ceca 3
DK - Danimarca 3
GE - Georgia 3
Totale 36.663
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Città #
Ashburn 2.093
Moscow 2.078
Jacksonville 1.617
Singapore 1.563
Dublin 1.488
Dallas 1.200
Chandler 1.185
San Jose 828
Nyköping 793
Hong Kong 687
Council Bluffs 568
Beijing 533
The Dalles 358
Princeton 327
Medford 312
Dearborn 300
Los Angeles 296
Cambridge 290
Lauterbourg 274
Lancaster 245
Des Moines 241
Ann Arbor 206
Boardman 177
Buffalo 175
São Paulo 165
New York 146
Columbus 100
Tianjin 93
Ho Chi Minh City 92
Santa Clara 81
Phoenix 75
Wilmington 75
Guangzhou 74
Hanoi 72
Woodbridge 72
Messina 70
Rio de Janeiro 65
Jinan 64
Belo Horizonte 61
Shenyang 53
Redondo Beach 50
Orem 49
Brussels 47
Milan 47
Munich 47
Pune 45
Warsaw 45
Tokyo 44
Tashkent 43
Frankfurt am Main 42
Brasília 39
Chicago 39
Nanjing 39
Rome 39
Curitiba 37
Houston 36
Montreal 36
San Mateo 35
Seattle 35
Atlanta 33
Denver 33
London 33
Chennai 30
Haikou 30
Stockholm 30
Porto Alegre 29
Hebei 28
Brooklyn 26
Johannesburg 26
Newark 26
Zhengzhou 26
Shenzhen 25
Istanbul 24
Naples 24
Palermo 24
Catania 23
Ningbo 23
Changsha 22
Geochang-gun 22
Guayaquil 22
Hangzhou 22
Ottawa 22
Salvador 22
San Francisco 22
Turku 22
Norwalk 21
Baghdad 20
Campinas 20
Cape Town 20
Washington 20
Guarulhos 19
Ribeirão Preto 19
Shanghai 19
Contagem 18
Manchester 18
Mexico City 18
Sorocaba 18
Taizhou 18
Toronto 18
Dhaka 17
Totale 20.938
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Nome #
Stochastic seismic analysis of multidegree of freedom systems 232
A modal approach for the evaluation of the response sensitivity of structural systems subjected to non-stationary random process 223
A dynamic reanalysis technique for general structural modifications under deterministic or stochastic input 222
A method of design input direction search for asymmetric multistorey structures 217
A method for the dynamic re-analysis of nonlinear systems 206
Effects of viscoelastic memory on the buffeting response of tall buildings 205
A censored closure for predicting the extreme response of oscillators with non-linear damping. 202
A modal correction method for non-stationary random response of large FE systems 201
A modal correction method for non-stationary random vibrations of linear systems 200
A Dynamic Reanalysis Technique for Modifications of Structural Componetnts 195
Dinamica delle Strutture con fondamenti ed applicazioni di ingegneria sismica e dinamica aleatoria 195
A reanalysis technique for structures under white noise excitation 192
Preface 191
A Method for the Deterministic and Stochastic Time Domain Identification of Structures 190
Monte Carlo simulation in the stochastic analysis of non-linear systems under external stationary Poisson white noise input (vol 38, pg 1269, 2003) 189
Dinamica delle Strutture 188
Analisi Aleatoria di Ponti con Sistemi di Protezione Passiva Soggetti ad Azioni Sismiche Spettro Compatibili 188
A NOVEL METHOD FOR THE GENERATION OF FULLY NON-STATIONARY SPECTRUM COMPATIBLE ARTIFICIAL ACCELEROGRAMS 187
Response sensitivity of structural systems subjected to fully non-stationary random processes 187
Crack detection and location in a damaged beam vibrating under white noise 179
A method for the dynamic analysis of suspended cables carrying moving masses 178
A substructure approach tailored to the dynamic analysis of multi-span continuous beams under moving loads 178
Dynamics of structures with uncertain-but-bounded parameters via pseudo-static sensitivity analysis 178
Generation of fully non-stationary random processes consistent with target accelerograms 176
A numerical method for dynamic analysis of linear structural systems with dynamical modifications 175
Crack identification in a beam by measure of the response to White Noise 174
An experimental and theoretical study of rail irregularities andtheir effects on railway bridge dynamics 174
Analisi dinamica deterministica ed aleatoria di oscillatori che percorrono travi su suolo viscoelastico 173
Improved dynamic analysis of structures with mechanical uncertainties under deterministic input 172
Combination of modal responses consistent with seismic input representation 170
Identification of fixed-free continuous single-walled carbon nanotubes-based mass sensor 169
Dynamic analysis of structures with uncertain-but-bounded parameters 169
Numerical and Experimental Verification of a Technique for locating a fatigue crack on Beams vibrating under Gaussian excitation 168
Response statistics of structural systems subjected to fully non-stationary spectrum compatible excitation 168
Static analysis of structures with uncertainties described by imprecise probabilities 168
A numerical method for the dynamic analysis of buildings provided with viscoelastic devices 167
Time-domain response of linear hysteretic systems to deterministic and random excitations. 166
Absolute versus relative formulations of the moving oscillator problem 164
Analisi sismica aleatoria nell’area dello stretto di Messina 164
Damping-adjusted combination rule for the response spectrum analysis of base-isolated buildings 164
A perturbation approach for the response of dynamically modified structural systems 163
A sensitivity-based approach for reliability analysis of randomly excited structures with interval axial stiffness 163
Analisi sismica di strutture con componenti non strutturali 162
Seismic Response of Buildings with Uncertain-but-Bounded Mass Distribution 160
Identification of Fixed-Free Double-Walled Carbon Nanotube-Based Mass Sensor 160
A substructure approach in the dynamic analysis of continuous beams under moving oscillators 158
Seismic analysis of base isolated structures by response spectrum method 156
A two stage approach for the sesmic analysis of base-isolated structures 156
Generation of artificial accelerograms consistent with earthquake-induced ground motions 156
Interval complete quadratic combination rule for the response spectrum analysis of buildings with accidental eccentricity 155
Unicità dell'identificazione di matrici di rigidezza e dissipazione strutturale in telai soggetti ad azioni sismiche 154
A numerical method for stochastic analysis of nonclassically damped linear systems 154
Clamped-Free Single-Walled Carbon Nanotube-Based Mass Sensor Treated as Bernoulli–Euler Beam 154
Analysis of structural performance in the framework of imprecise probabilities 153
Stochastic analysis of linear structural systems under spectrum and site intensity compatible fully non-stationary artificial accelerograms 153
A simple stochastic sensitivity analysis method for the optimazation of secondary structure 151
Fully Nonstationary Analysis of Linear Structural Systems Subjected to Multicorrelated Stochastic Excitations 151
A substructure approach in the dynamic analysis of continuous beams under moving loads 150
A numerical method for the time-domain dynamic analysis of buildings equipped with viscoelastic dampers 150
An earthquake response spectrum method for linear light secondary substructures 149
New real-value modal combination rules for non-classically damped structures 148
Dynamic analysis of buildings with viscoelastic devices: a numerical method 148
Effective stiffness and effective mass of the double-walled carbon nanotube mass sensor 148
Interval dynamic response of discretized structures with uncertain-but-bounded parameters 146
Closed-form solutions for the evolutionary frequency response function of linear systems subjected to separable or non-separable non-stationary stochastic excitations 145
Analisi sismica aleatoria di strutture dotate di isolatori ad attrito (R-FBI) 144
A sensitivity-based approach for the dynamic analysis of structures with uncertain-but-bounded parameters 144
A simple stochastic sensitivity analysis method for the optimization of secondary structure 143
Fatigue analysis of wind excited structures with structural parameters affected by uncertainties described by interval variables 143
Non-geometric spectral moments for frequency varying filtered input processes 142
Solutions of Fokker Plank equations for randomly excited oscillations with Preisach model of Hysteresys 140
A numerical method for the dynamic analysis of buildings provided with viscoelastic devices 140
Analysis of structures with random axial stiffness described by imprecise probability density functions 140
Monte Carlo simulation in the stochastic analysis of non-linear systems under external stationary Poisson white noise input 139
Deterministic and stochastic seismic analysis of buildings with uncertain-but-bounded mass distribution 139
Reliability analysis of structures with interval uncertainties under stationary stochastic excitations 139
Stochastic averaging of Preisach hysteretic systems 138
A method to evaluate in explicit form the spectral characteristics of the response of linear structural systems subjected to fully non-stationary processes 138
Interval Fractile Levels for Stationary Stochastic Response of Linear Structures With Uncertainties 138
Un metodo per l'analisi dinamica di strutture cin non linearità geometriche 137
Random vibration of linear oscillators moving on rough beams 137
Closed-form sensitivities of the frequency domain response of structural systems with interval uncertainties 137
Dynamic analysis of Bernoulli-Euler beams with interval uncertainties under moving loads 137
Random vibration of SDOF non-linear systems 136
Metodi di correzione modale per l'analisi sismica di sistemi con sottostrutture 136
Correzione modale per sistemi composti da sottostrutture soggetti ad accelerazione spettrocompatibile 135
Comparison of Parameterized and Improved Interval Analyses 134
Reliability assessment of structural systems with interval uncertainties under spectrum-compatible seismic excitations 134
Analisi dinamica deterministica ed aleatoria di oscillatori che percorrono travi su suolo elastico 133
Evolutionary frequency response function of linear systems subjected to earthquake accelerograms using the adaptive chirplet decomposition 133
Seismic analysis of structural systems subjected to fully non-stationary artificial accelerograms 132
Composite subsystems under random base excitations 131
Indagini teoriche e sperimentali per l'identificazione del crack in travi soggette a rumore bianco 131
Propagation of uncertain structural properties described by imprecise Probability Density Functions via response surface method 131
Correzione modale per l'analisi sismica di strutture composte da sottostrutture 130
A substructure approach for the dynamic analysis of train-track-bridge system 130
Prove su tavola vibrante di un modello in muratura per la validazione di due interventi di miglioramento sismico 130
State space formulation for linear viscoelastic dynamic systems with memory 130
Stationary and non-stationary spectrum compatible ground motion models in the stochastic seismic analysis of structures 130
Dynamic response of a rectangular beam with a known non-propagating crack of certain or uncertain depth 128
Totale 16.006
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Categoria #
all - tutte 128.785
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 128.785
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.400 0 0 0 0 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
2026/20272.814 246 600 746 1.122 100 0 0 0 0 0 0 0
Totale 36.929