IRIS
SANTORO, Roberta
 Distribuzione geografica
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Continente #
NA - Nord America 2.084
EU - Europa 1.609
AS - Asia 1.261
SA - Sud America 507
AF - Africa 32
OC - Oceania 1
Totale 5.494
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Nazione #
US - Stati Uniti d'America 2.035
RU - Federazione Russa 681
SG - Singapore 631
BR - Brasile 441
IE - Irlanda 290
CN - Cina 240
HK - Hong Kong 206
SE - Svezia 188
IT - Italia 172
VN - Vietnam 61
DE - Germania 58
FI - Finlandia 52
GB - Regno Unito 45
UA - Ucraina 39
IN - India 25
CA - Canada 23
AR - Argentina 22
BE - Belgio 20
FR - Francia 18
MX - Messico 14
BD - Bangladesh 11
ZA - Sudafrica 11
NL - Olanda 10
TR - Turchia 10
CO - Colombia 9
IQ - Iraq 9
PL - Polonia 9
VE - Venezuela 9
EC - Ecuador 8
JP - Giappone 8
PK - Pakistan 8
AT - Austria 7
ID - Indonesia 7
JO - Giordania 7
MA - Marocco 7
AZ - Azerbaigian 6
ES - Italia 6
PY - Paraguay 6
UZ - Uzbekistan 6
KE - Kenya 5
PE - Perù 5
AE - Emirati Arabi Uniti 4
CL - Cile 3
HN - Honduras 3
LA - Repubblica Popolare Democratica del Laos 3
PT - Portogallo 3
TN - Tunisia 3
BA - Bosnia-Erzegovina 2
BO - Bolivia 2
BY - Bielorussia 2
DO - Repubblica Dominicana 2
DZ - Algeria 2
IL - Israele 2
KZ - Kazakistan 2
LT - Lituania 2
MY - Malesia 2
NP - Nepal 2
OM - Oman 2
UY - Uruguay 2
AL - Albania 1
AM - Armenia 1
AN - Antille olandesi 1
AU - Australia 1
BH - Bahrain 1
CH - Svizzera 1
CI - Costa d'Avorio 1
CR - Costa Rica 1
EG - Egitto 1
GE - Georgia 1
GT - Guatemala 1
JM - Giamaica 1
KG - Kirghizistan 1
LB - Libano 1
LK - Sri Lanka 1
NG - Nigeria 1
NI - Nicaragua 1
PA - Panama 1
PS - Palestinian Territory 1
RO - Romania 1
RS - Serbia 1
SA - Arabia Saudita 1
SK - Slovacchia (Repubblica Slovacca) 1
SN - Senegal 1
TH - Thailandia 1
TT - Trinidad e Tobago 1
Totale 5.494
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Città #
Moscow 370
Ashburn 360
Dublin 290
Singapore 290
Chandler 285
Dallas 269
Hong Kong 206
Beijing 122
Jacksonville 101
Nyköping 90
Messina 64
Princeton 57
Ann Arbor 56
The Dalles 56
Medford 54
Dearborn 53
Cambridge 48
Des Moines 45
Los Angeles 39
São Paulo 36
Buffalo 34
Ho Chi Minh City 25
Boardman 24
Naples 22
Rio de Janeiro 22
Brussels 20
Munich 19
Redondo Beach 18
Pune 17
New York 16
Belo Horizonte 13
Catania 13
Brasília 12
Council Bluffs 12
Frankfurt am Main 11
San Mateo 10
Stockholm 10
Woodbridge 10
Wilmington 9
Montreal 8
Tianjin 8
Amman 7
Palermo 7
Seattle 7
Shenyang 7
Warsaw 7
Amsterdam 6
Baku 6
Brooklyn 6
Fairfield 6
Fortaleza 6
Nanchang 6
Tashkent 6
Tokyo 6
Toronto 6
Guangzhou 5
Haikou 5
Helsinki 5
Houston 5
Jinan 5
Johannesburg 5
Nairobi 5
Porto Alegre 5
Santo André 5
Volta Redonda 5
Betim 4
Charlotte 4
Da Nang 4
Denver 4
Feira de Santana 4
Florianópolis 4
Goiânia 4
Guarulhos 4
Guayaquil 4
Hangzhou 4
Hanoi 4
Hải Dương 4
Indaiatuba 4
Jakarta 4
Juiz de Fora 4
London 4
Mexico City 4
Ribeirão Preto 4
Salvador 4
San Francisco 4
São José dos Campos 4
Vienna 4
Alcamo 3
Anápolis 3
Aparecida de Goiânia 3
Asunción 3
Atlanta 3
Baghdad 3
Bergamo 3
Cape Town 3
Caracas 3
Chennai 3
Chicago 3
Contagem 3
Dhaka 3
Totale 3.490
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Nome #
Automatic modal identification of bridges based on free vibration response and variational mode decomposition technique 159
An exact approach to the dynamics of locally-resonant beams 124
De Saint-Venant flexure-torsion problem handled by Line Element-less Method (LEM) 122
An extended identification problem based on full-field measurements 120
Comparison among three boundary element methods for torsion problems: CPM, CVBEM, LEM. 117
A novel exact representation of stationary colored Gaussian processes (Fractional Differential Approach) 112
CVBEM solution for De Saint-Venant orthotropic beams under coupled bending and torsion 110
Complex analysis for the solution of torsion problems: a comparison among three methods 107
A Novel Procedure for Damping Ratio Identification from Free Vibration Tests with Application to Existing Bridge Decks 106
Accuracy of the finite difference method in stochastic setting. 106
A computational framework for uncertain locally resonant metamaterial structures 105
Analysis of truss-like cracked structures with uncertain-but-bounded depths 102
Comparison of Parameterized and Improved Interval Analyses 98
An efficient automatic modal identification method based on free vibration response and enhanced Empirical Fourier Decomposition technique 97
Reliability analysis of structures with interval uncertainties under stationary stochastic excitations 94
Interval Fractile Levels for Stationary Stochastic Response of Linear Structures With Uncertainties 94
Closed-form sensitivities of the frequency domain response of structural systems with interval uncertainties 93
Line element-less method (LEM) for beam torsion solution (truly no-mesh method) 91
The Line Element-less Method Analysis of orthotropic beam for the De Saint Venant torsion problem 86
Path integral solution handled by Fast Gauss Transform 85
Dynamics of beams with uncertain crack depth: stochastic versus interval analysis 85
Reliability assessment of structural systems with interval uncertainties under spectrum-compatible seismic excitations 84
Stochastic Ship Roll Motion via Path Integral Method 83
Fractional Derivatives in Interval Analysis 83
Interval static analysis of multi-cracked beams with uncertain size and position of cracks 83
Explicit Frequency Response Function of beams with Crack of Uncertain Depth 83
An interval framework for uncertain frequency response of multi-cracked beams with application to vibration reduction via tuned mass dampers 82
STOCHASTIC SENSITIVITY ANALYSIS OF STRUCTURAL SYSTEMS WITH INTERVAL UNCERTAINTIES 80
Serviceability assessment of footbridges via improved interval analysis 78
Uncertainty effect on seismic capacity assessment in the out-of-plane failure mechanisms of masonry structures by probabilistic and non-probabilistic approaches 77
Non-stationary dynamic analysis of random structures via virtual distortion method 77
Path integral solution for non-linear system enforced by Poisson White Noise. 77
An inerter-based concept of locally resonant fluid-conveying pipe 76
Some Conventional and Unconventional Educational Column Stability Problems. 76
Error in the finite difference based probabilistic dynamic analysis: analytical evaluation. 76
Dynamics of multiple cracked prismatic beams with uncertain-but-bounded depths under deterministic and stochastic loads 74
Explicit sensitivities of the response of discretized structures under stationary random processes 74
Explicit expressions of response sensitivities for structural systems subjected to stationary random processes 72
Response of beams with crack of uncertain-but bounded depth subjected to deterministic or stochastic loads 72
The Saint-Venant cylinder under shear forces: Harmonic polynomial solution 71
Solution of De Saint Venant flexure-torsion problem for orthotropic beam via LEM (Line Element-less Method) 70
An extensive comparative analysis on multi-cracked beams with uncertain damage 69
Automatic modal identification of bridges based on free vibrations and advanced signal decomposition techniques 69
Dynamic response of damaged beams with uncertain crack depth 69
Explicit expressions of response sensitivities for structural systems subjected to stationary random processes 68
Explicit reliability sensitivities of linear structures with interval uncertainties under stationary stochastic excitation 68
Design of axially graded columns under a central force 66
Optimization and anti-optimization solution of combined parameterized and improved interval analyses for structures with uncertainties 66
Probabilistic response of nonlinear systems under combined Normal and Poisson White Noise via Path Integral Method 64
Non-stationary random vibrations of uncertain structures by VDM 64
Explicit frequency response functions of discretized structures with uncertain parameters 64
Reliability assessment of interval uncertain structural systems subjected to spectrum compatible seismic excitations 64
An enhanced indirect modal identification procedure for bridges based on the dynamic response of moving vehicles 64
Truly no-mesh method for beam torsion solution 63
Frequency domain stochastic response of structural systems with uncertain parameters: closed-form sensitivity 63
Non-linear Systems Under Poisson White Noise Handled by Path Integral Solution. 63
Simultaneous assessment of interface mechanical parameters andboundary conditions, on the basis of kinematic measurements at the microscale 60
Frequency response functions of discretized structural systems with uncertain parameters 59
Path Integral Solution of non-linear systems under Poisson White Noise processes 58
New developments for the non-deterministic analysis of multi-cracked beams with uncertain damage 57
Modal identification of existing concrete half-joint bridges through free vibration tests 55
Random Vibrations of Uncertain Linearly Elastic Trusses 55
On the Interval Frequency Response of Cracked Beams with Uncertain Damage 55
Random vibration of a point-driven two-span beam on an elastic foundation 53
Interval Frequency Response of Uncertain Locally Resonant Structures 51
Extended identification of mechanical parameters and boundary conditions by Digital Image Correlation 49
Interval serviceability assessment of footbridges 47
Informed assessment of structural health conditions of bridges based on free-vibration tests 45
Ship roll motion under stochastic agencies using path integral method 45
Inerter-based dissipation for vibration control of a cable-stayed bridge subjected to transverse seismic excitation 38
Modal Parameters identification in existing bridges based on free vibration tests 35
null 21
Dynamic analysis of multi-cracked truss and frame structures with uncertain-but-bounded damage 20
Effect of uncertainty in dynamic response of multi-cracked beams 20
null 16
How accurate are the reliability assessments conducted by the finite element method? 6
Totale 5.590
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Categoria #
all - tutte 21.296
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 21.296
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021124 0 0 0 0 0 25 1 8 21 23 25 21
2021/2022253 10 12 3 13 6 4 7 15 2 0 59 122
2022/2023911 61 65 14 98 64 107 21 68 367 4 31 11
2023/2024301 13 34 18 72 20 66 21 23 0 17 1 16
2024/20251.413 13 19 21 71 87 27 62 282 401 68 102 260
2025/20262.009 161 243 283 238 351 733 0 0 0 0 0 0
Totale 5.590