IRIS
MUSCOLINO, Giuseppe Alfredo
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 10.344
EU - Europa 6.050
AS - Asia 5.032
SA - Sud America 2.409
AF - Africa 149
Continente sconosciuto - Info sul continente non disponibili 11
OC - Oceania 9
Totale 24.004
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 10.169
SG - Singapore 2.377
BR - Brasile 2.167
IE - Irlanda 1.494
SE - Svezia 1.312
CN - Cina 1.263
UA - Ucraina 883
HK - Hong Kong 670
DE - Germania 578
GB - Regno Unito 487
IT - Italia 405
FI - Finlandia 312
RU - Federazione Russa 265
VN - Vietnam 177
FR - Francia 96
IN - India 95
CA - Canada 78
AR - Argentina 75
TR - Turchia 64
MX - Messico 53
BD - Bangladesh 49
BE - Belgio 48
EC - Ecuador 48
ZA - Sudafrica 46
PL - Polonia 44
IQ - Iraq 40
UZ - Uzbekistan 36
JP - Giappone 34
NL - Olanda 33
CO - Colombia 31
MA - Marocco 31
PK - Pakistan 29
KR - Corea 27
VE - Venezuela 24
ID - Indonesia 22
AE - Emirati Arabi Uniti 20
CL - Cile 18
PY - Paraguay 17
ES - Italia 16
KE - Kenya 15
PE - Perù 14
AZ - Azerbaigian 13
JO - Giordania 13
IL - Israele 12
TN - Tunisia 12
EG - Egitto 11
HN - Honduras 10
NP - Nepal 10
AU - Australia 9
DZ - Algeria 9
KZ - Kazakistan 9
LT - Lituania 9
DO - Repubblica Dominicana 8
OM - Oman 8
AL - Albania 7
BO - Bolivia 7
CI - Costa d'Avorio 7
EU - Europa 7
LV - Lettonia 7
NG - Nigeria 7
TW - Taiwan 7
UY - Uruguay 7
BG - Bulgaria 6
LB - Libano 6
PA - Panama 6
RO - Romania 6
AT - Austria 5
BA - Bosnia-Erzegovina 5
GR - Grecia 5
MO - Macao, regione amministrativa speciale della Cina 5
PS - Palestinian Territory 5
SA - Arabia Saudita 5
BB - Barbados 4
ET - Etiopia 4
KG - Kirghizistan 4
KH - Cambogia 4
MY - Malesia 4
AM - Armenia 3
BN - Brunei Darussalam 3
CH - Svizzera 3
CZ - Repubblica Ceca 3
DK - Danimarca 3
GT - Guatemala 3
JM - Giamaica 3
KW - Kuwait 3
LA - Repubblica Popolare Democratica del Laos 3
NI - Nicaragua 3
PT - Portogallo 3
RS - Serbia 3
BH - Bahrain 2
BW - Botswana 2
BY - Bielorussia 2
CR - Costa Rica 2
IR - Iran 2
MD - Moldavia 2
SV - El Salvador 2
TH - Thailandia 2
TT - Trinidad e Tobago 2
XK - ???statistics.table.value.countryCode.XK??? 2
A2 - ???statistics.table.value.countryCode.A2??? 1
Totale 23.982
Salva come PNG Salva come JPEG
Città #
Jacksonville 1.613
Dublin 1.492
Chandler 1.191
Dallas 1.178
Singapore 1.020
Ashburn 1.003
Nyköping 795
Hong Kong 667
Beijing 512
Princeton 329
Medford 312
Dearborn 299
Cambridge 291
Los Angeles 262
Lancaster 244
Des Moines 239
Ann Arbor 207
The Dalles 176
Boardman 168
Buffalo 167
São Paulo 155
New York 124
Moscow 86
Wilmington 75
Tianjin 71
Woodbridge 69
Ho Chi Minh City 65
Messina 65
Jinan 63
Rio de Janeiro 61
Belo Horizonte 58
Shenyang 53
Redondo Beach 50
Brussels 47
Council Bluffs 45
Munich 45
Hanoi 41
Pune 41
Warsaw 41
Brasília 38
Nanjing 38
Curitiba 37
Tashkent 36
Milan 35
San Mateo 35
Seattle 32
Haikou 30
Santa Clara 30
Tokyo 30
Frankfurt am Main 29
Porto Alegre 29
Stockholm 29
Hebei 28
Montreal 26
Phoenix 25
Zhengzhou 25
London 24
Johannesburg 23
Ningbo 23
Atlanta 22
Catania 22
Geochang-gun 22
Houston 22
Rome 22
Turku 22
Changsha 21
Guangzhou 21
Ottawa 21
Columbus 20
Denver 19
Guarulhos 19
Hangzhou 19
Palermo 19
Ribeirão Preto 19
Salvador 19
Campinas 18
Contagem 18
Istanbul 18
Sorocaba 18
Brooklyn 17
Chicago 17
Guayaquil 17
Taizhou 17
Goiânia 16
Jiaxing 16
San Francisco 16
Uberlândia 16
Betim 15
Boston 15
Campo Grande 15
Caxias do Sul 15
East Lansing 15
Norwalk 15
Chennai 14
Mexico City 14
Naples 14
Osasco 14
Washington 14
Ankara 13
Baghdad 13
Totale 14.741
Salva come PNG Salva come JPEG
Nome #
Stochastic seismic analysis of multidegree of freedom systems 190
A method of design input direction search for asymmetric multistorey structures 156
A modal approach for the evaluation of the response sensitivity of structural systems subjected to non-stationary random process 149
Dinamica delle Strutture 147
A dynamic reanalysis technique for general structural modifications under deterministic or stochastic input 146
A modal correction method for non-stationary random response of large FE systems 137
A method for the dynamic re-analysis of nonlinear systems 134
A reanalysis technique for structures under white noise excitation 133
Monte Carlo simulation in the stochastic analysis of non-linear systems under external stationary Poisson white noise input (vol 38, pg 1269, 2003) 133
A censored closure for predicting the extreme response of oscillators with non-linear damping. 132
Preface 132
Analisi Aleatoria di Ponti con Sistemi di Protezione Passiva Soggetti ad Azioni Sismiche Spettro Compatibili 128
A modal correction method for non-stationary random vibrations of linear systems 128
Unicità dell'identificazione di matrici di rigidezza e dissipazione strutturale in telai soggetti ad azioni sismiche 124
A Dynamic Reanalysis Technique for Modifications of Structural Componetnts 124
A Method for the Deterministic and Stochastic Time Domain Identification of Structures 124
A numerical method for dynamic analysis of linear structural systems with dynamical modifications 123
A NOVEL METHOD FOR THE GENERATION OF FULLY NON-STATIONARY SPECTRUM COMPATIBLE ARTIFICIAL ACCELEROGRAMS 121
Generation of fully non-stationary random processes consistent with target accelerograms 117
Crack identification in a beam by measure of the response to White Noise 116
An experimental and theoretical study of rail irregularities andtheir effects on railway bridge dynamics 116
Identification of Fixed-Free Double-Walled Carbon Nanotube-Based Mass Sensor 116
Response sensitivity of structural systems subjected to fully non-stationary random processes 115
Analisi dinamica deterministica ed aleatoria di oscillatori che percorrono travi su suolo viscoelastico 114
A perturbation approach for the response of dynamically modified structural systems 113
Identification of fixed-free continuous single-walled carbon nanotubes-based mass sensor 113
Crack detection and location in a damaged beam vibrating under white noise 112
A method for the dynamic analysis of suspended cables carrying moving masses 109
Numerical and Experimental Verification of a Technique for locating a fatigue crack on Beams vibrating under Gaussian excitation 109
Combination of modal responses consistent with seismic input representation 108
Improved dynamic analysis of structures with mechanical uncertainties under deterministic input 108
Seismic Response of Buildings with Uncertain-but-Bounded Mass Distribution 108
Generation of artificial accelerograms consistent with earthquake-induced ground motions 108
Effects of viscoelastic memory on the buffeting response of tall buildings 107
A numerical method for stochastic analysis of nonclassically damped linear systems 106
Dynamics of structures with uncertain-but-bounded parameters via pseudo-static sensitivity analysis 105
Analisi sismica aleatoria nell’area dello stretto di Messina 104
Analisi sismica di strutture con componenti non strutturali 104
Dinamica delle Strutture con fondamenti ed applicazioni di ingegneria sismica e dinamica aleatoria 104
Response statistics of structural systems subjected to fully non-stationary spectrum compatible excitation 103
Solutions of Fokker Plank equations for randomly excited oscillations with Preisach model of Hysteresys 102
Un metodo di correzione modale per l'analisi sismica di strutture composte da sottostrutture 102
A substructure approach tailored to the dynamic analysis of multi-span continuous beams under moving loads 102
New real-value modal combination rules for non-classically damped structures 101
A simple stochastic sensitivity analysis method for the optimazation of secondary structure 100
Time-domain response of linear hysteretic systems to deterministic and random excitations. 99
Dynamic analysis of structures with uncertain-but-bounded parameters 99
Random vibration of linear oscillators moving on rough beams 98
Stationary and non-stationary spectrum compatible ground motion models in the stochastic seismic analysis of structures 98
Absolute versus relative formulations of the moving oscillator problem 98
Dynamic analysis of buildings with viscoelastic devices: a numerical method 98
Effective stiffness and effective mass of the double-walled carbon nanotube mass sensor 98
A substructure approach in the dynamic analysis of continuous beams under moving oscillators 97
A substructure approach for the dynamic analysis of train-track-bridge system 96
Analisi sismica aleatoria di strutture dotate di isolatori ad attrito (R-FBI) 96
Deterministic and stochastic seismic analysis of buildings with uncertain-but-bounded mass distribution 96
Random Vibrations Of Preisach Hysteretic Systems 95
Stochastic analysis of linear structural systems under spectrum and site intensity compatible fully non-stationary artificial accelerograms 95
A numerical method for the time-domain dynamic analysis of buildings equipped with viscoelastic dampers 94
A simple stochastic sensitivity analysis method for the optimization of secondary structure 93
State space formulation for linear viscoelastic dynamic systems with memory 93
Random vibration of SDOF non-linear systems 92
A sensitivity-based approach for reliability analysis of randomly excited structures with interval axial stiffness 92
Composite subsystems under random base excitations 91
Indagini teoriche e sperimentali per l'identificazione del crack in travi soggette a rumore bianco 91
Damping-adjusted combination rule for the response spectrum analysis of base-isolated buildings 91
Interval complete quadratic combination rule for the response spectrum analysis of buildings with accidental eccentricity 91
Correzione modale per l'analisi sismica di strutture composte da sottostrutture 90
Correzione modale per sistemi composti da sottostrutture soggetti ad accelerazione spettrocompatibile 90
Risposta sismica di sottostrutture secondarie leggere 90
Introduzione alla Scienza delle Costuzioni - Statica e Cinematica delle Travi 90
A numerical method for the dynamic analysis of buildings provided with viscoelastic devices 90
C-type Gram-Charlier probability density function approximation of non-linear oscillators 90
Analysis of structural performance in the framework of imprecise probabilities 90
Prove su tavola vibrante di un modello in muratura per la validazione di due interventi di miglioramento sismico 89
Dynamic response of a rectangular beam with a known non-propagating crack of certain or uncertain depth 88
On the computation of non geometric spectral moments for non stationary filtered input processes 88
Seismic analysis of structural systems subjected to fully non-stationary artificial accelerograms 88
Un metodo per l'analisi dinamica di strutture cin non linearità geometriche 87
Structural parameters identification in the frequency domain for a white noise input 87
A substructure approach in the dynamic analysis of continuous beams under moving loads 87
A numerical method for the dynamic analysis of buildings provided with viscoelastic devices 87
Comparison of Parameterized and Improved Interval Analyses 87
Fully Nonstationary Analysis of Linear Structural Systems Subjected to Multicorrelated Stochastic Excitations 87
Stochastic sensitivity of steel frames with connection dampers by modal analysis 86
Monte Carlo simulation in the stochastic analysis of non-linear systems under external stationary Poisson white noise input 86
Analisi dinamica deterministica ed aleatoria di oscillatori che percorrono travi su suolo elastico 86
Seismic analysis of base isolated structures by response spectrum method 86
Clamped-Free Single-Walled Carbon Nanotube-Based Mass Sensor Treated as Bernoulli–Euler Beam 86
Static analysis of structures with uncertainties described by imprecise probabilities 86
Non-geometric spectral moments for frequency varying filtered input processes 85
Stochastic averaging of Preisach hysteretic systems 85
Metodi di correzione modale per l'analisi sismica di sistemi con sottostrutture 85
New Approaches for the Dynamic Identification of Structures Subjected to Moving Loads 85
A method to evaluate in explicit form the spectral characteristics of the response of linear structural systems subjected to fully non-stationary processes 85
Dynamic analysis of Bernoulli-Euler beams with interval uncertainties under moving loads 85
L'influenza del fattore di picco nella combinazione dei massimi modali 84
The dynamic behaviour of a cracked beam, subjected to a white noise input 84
Closed-form solutions for the evolutionary frequency response function of linear systems subjected to separable or non-separable non-stationary stochastic excitations 84
Static response bounds of Timoshenko beams with spatially varying interval uncertainties 83
Totale 10.340
Salva come PNG Salva come JPEG
Categoria #
all - tutte 95.622
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 95.622
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.005 0 0 0 0 0 240 22 223 42 295 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
2025/20265.090 492 1.180 1.135 986 1.138 159 0 0 0 0 0 0
Totale 24.223