IRIS
SANTORO, Roberta
 Distribuzione geografica
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Continente #
NA - Nord America 1.219
EU - Europa 715
AS - Asia 172
OC - Oceania 1
Totale 2.107
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Nazione #
US - Stati Uniti d'America 1.217
IE - Irlanda 287
SE - Svezia 178
CN - Cina 129
IT - Italia 103
FI - Finlandia 46
GB - Regno Unito 28
UA - Ucraina 27
DE - Germania 25
SG - Singapore 19
BE - Belgio 17
IN - India 17
ID - Indonesia 3
AT - Austria 2
JP - Giappone 2
AN - Antille olandesi 1
AU - Australia 1
CA - Canada 1
HK - Hong Kong 1
NL - Olanda 1
RU - Federazione Russa 1
TR - Turchia 1
Totale 2.107
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Città #
Dublin 287
Chandler 285
Ashburn 137
Jacksonville 101
Nyköping 90
Beijing 76
Princeton 57
Ann Arbor 56
Medford 54
Dearborn 53
Cambridge 48
Des Moines 45
Messina 29
Boardman 24
Brussels 17
Pune 17
Catania 11
Naples 11
San Mateo 10
Woodbridge 10
Wilmington 9
Singapore 8
Palermo 7
Shenyang 7
Fairfield 6
Nanchang 6
Haikou 5
Jinan 5
New York 4
Seattle 4
Alcamo 3
Guangzhou 3
Hangzhou 3
Jakarta 3
Lanzhou 3
Nanjing 3
Ningbo 3
Zhengzhou 3
Bergamo 2
Calderino 2
Changsha 2
Delia 2
Hebei 2
Houston 2
Sestri Levante 2
Washington 2
Amsterdam 1
Brandon 1
Brighton 1
Bristol 1
Helsinki 1
Hong Kong 1
Innsbruck 1
Jiaxing 1
Modica 1
Quzhou 1
Roncadelle 1
Sirnak 1
Sydney 1
Taiyuan 1
Taizhou 1
Tione Di Trento 1
Troina 1
Verdellino 1
Vienna 1
Voltago Agordino 1
Willemstad 1
Totale 1.540
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Nome #
De Saint-Venant flexure-torsion problem handled by Line Element-less Method (LEM) 64
Line element-less method (LEM) for beam torsion solution (truly no-mesh method) 57
Stochastic Ship Roll Motion via Path Integral Method 52
The Line Element-less Method Analysis of orthotropic beam for the De Saint Venant torsion problem 51
CVBEM solution for De Saint-Venant orthotropic beams under coupled bending and torsion 50
Comparison among three boundary element methods for torsion problems: CPM, CVBEM, LEM. 49
An extended identification problem based on full-field measurements 49
A novel exact representation of stationary colored Gaussian processes (Fractional Differential Approach) 46
Path integral solution handled by Fast Gauss Transform 46
Complex analysis for the solution of torsion problems: a comparison among three methods 46
Reliability analysis of structures with interval uncertainties under stationary stochastic excitations 46
Dynamics of multiple cracked prismatic beams with uncertain-but-bounded depths under deterministic and stochastic loads 46
An exact approach to the dynamics of locally-resonant beams 44
Error in the finite difference based probabilistic dynamic analysis: analytical evaluation. 42
Interval Fractile Levels for Stationary Stochastic Response of Linear Structures With Uncertainties 42
Accuracy of the finite difference method in stochastic setting. 41
Non-stationary dynamic analysis of random structures via virtual distortion method 41
Path integral solution for non-linear system enforced by Poisson White Noise. 41
Explicit expressions of response sensitivities for structural systems subjected to stationary random processes 41
Explicit expressions of response sensitivities for structural systems subjected to stationary random processes 41
Explicit reliability sensitivities of linear structures with interval uncertainties under stationary stochastic excitation 40
Optimization and anti-optimization solution of combined parameterized and improved interval analyses for structures with uncertainties 39
Explicit Frequency Response Function of beams with Crack of Uncertain Depth 39
Dynamic response of damaged beams with uncertain crack depth 38
Dynamics of beams with uncertain crack depth: stochastic versus interval analysis 38
Fractional Derivatives in Interval Analysis 37
Solution of De Saint Venant flexure-torsion problem for orthotropic beam via LEM (Line Element-less Method) 36
Some Conventional and Unconventional Educational Column Stability Problems. 36
Non-stationary random vibrations of uncertain structures by VDM 36
Comparison of Parameterized and Improved Interval Analyses 35
Response of beams with crack of uncertain-but bounded depth subjected to deterministic or stochastic loads 35
Reliability assessment of interval uncertain structural systems subjected to spectrum compatible seismic excitations 35
Closed-form sensitivities of the frequency domain response of structural systems with interval uncertainties 34
Probabilistic response of nonlinear systems under combined Normal and Poisson White Noise via Path Integral Method 33
The Saint-Venant cylinder under shear forces: Harmonic polynomial solution 33
Interval static analysis of multi-cracked beams with uncertain size and position of cracks 33
Analysis of truss-like cracked structures with uncertain-but-bounded depths 33
Truly no-mesh method for beam torsion solution 32
Non-linear Systems Under Poisson White Noise Handled by Path Integral Solution. 31
Explicit sensitivities of the response of discretized structures under stationary random processes 31
STOCHASTIC SENSITIVITY ANALYSIS OF STRUCTURAL SYSTEMS WITH INTERVAL UNCERTAINTIES 30
Design of axially graded columns under a central force 29
Frequency response functions of discretized structural systems with uncertain parameters 28
An interval framework for uncertain frequency response of multi-cracked beams with application to vibration reduction via tuned mass dampers 28
Path Integral Solution of non-linear systems under Poisson White Noise processes 27
Random Vibrations of Uncertain Linearly Elastic Trusses 27
Serviceability assessment of footbridges via improved interval analysis 27
Reliability assessment of structural systems with interval uncertainties under spectrum-compatible seismic excitations 25
A Novel Procedure for Damping Ratio Identification from Free Vibration Tests with Application to Existing Bridge Decks 24
An extensive comparative analysis on multi-cracked beams with uncertain damage 23
Explicit frequency response functions of discretized structures with uncertain parameters 22
null 21
Automatic modal identification of bridges based on free vibration response and variational mode decomposition technique 19
A computational framework for uncertain locally resonant metamaterial structures 19
New developments for the non-deterministic analysis of multi-cracked beams with uncertain damage 19
Simultaneous assessment of interface mechanical parameters andboundary conditions, on the basis of kinematic measurements at the microscale 19
Extended identification of mechanical parameters and boundary conditions by Digital Image Correlation 17
null 16
Ship roll motion under stochastic agencies using path integral method 16
On the Interval Frequency Response of Cracked Beams with Uncertain Damage 16
Frequency domain stochastic response of structural systems with uncertain parameters: closed-form sensitivity 15
Interval serviceability assessment of footbridges 15
Random vibration of a point-driven two-span beam on an elastic foundation 13
Interval Frequency Response of Uncertain Locally Resonant Structures 11
Uncertainty effect on seismic capacity assessment in the out-of-plane failure mechanisms of masonry structures by probabilistic and non-probabilistic approaches 10
An enhanced indirect modal identification procedure for bridges based on the dynamic response of moving vehicles 8
Informed assessment of structural health conditions of bridges based on free-vibration tests 5
Automatic modal identification of bridges based on free vibrations and advanced signal decomposition techniques 4
Dynamic analysis of multi-cracked truss and frame structures with uncertain-but-bounded damage 3
Effect of uncertainty in dynamic response of multi-cracked beams 3
An inerter-based concept of locally resonant fluid-conveying pipe 2
An efficient automatic modal identification method based on free vibration response and enhanced Empirical Fourier Decomposition technique 1
Totale 2.181
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Categoria #
all - tutte 9.853
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 9.853
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020245 1 1 2 1 2 55 36 7 7 65 48 20
2020/2021249 33 4 34 24 30 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
2024/202513 13 0 0 0 0 0 0 0 0 0 0 0
Totale 2.181