0000000000105262

AUTHOR

Roberta Santoro

showing 27 related works from this author

Line element-less method (LEM) for beam torsion solution (truly no-mesh method)

2008

In this paper a new numerical method for finding approximate solutions of the torsion problem is proposed. The method takes full advantage of the theory of analytic complex function. A new potential function directly in terms of shear stresses is proposed and expanded in the double-ended Laurent series involving harmonic polynomials. A novel element-free weak form procedure, labelled Line Element-Less Method (LEM), has been developed imposing that the square of the net flux across the border is minimum with respect to coefficients expansion. Numerical implementation of the LEM results in systems of linear algebraic equations involving symmetric and positive-definite matrices without resorti…

DiscretizationMechanical EngineeringLaurent seriesLaurent polynomialNumerical analysisComputational MechanicsTorsion (mechanics)GeometryAlgebraic equationLinear algebraApplied mathematicsSettore ICAR/08 - Scienza Delle CostruzioniTorsion Analytic functions Harmonic polynomials shear stress.Analytic functionMathematicsActa Mechanica
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Path Integral Solution of non-linear systems under Poisson White Noise processes

2006

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Path integral solution handled by Fast Gauss Transform

2009

Abstract The path integral solution method is an effective tool for evaluating the response of non-linear systems under Normal White Noise, in terms of probability density function (PDF). In this paper it has been observed that, using short-time Gaussian approximation, the PDF at a given time instant is the Gauss Transform of the PDF at an earlier close time instant. Taking full advantage of the so-called Fast Gauss Transform a new integration method is proposed. In order to overcome some unsatisfactory trends of the classical Fast Gauss Transform, a new version termed as Symmetric Fast Gauss Transform is also proposed. Moreover, extensions to the two Fast Gauss Transform to MDOF systems ar…

Mechanical EngineeringMathematical analysisMathematicsofComputing_NUMERICALANALYSISAerospace EngineeringOcean EngineeringStatistical and Nonlinear PhysicsProbability density functionWhite noiseCondensed Matter Physicssymbols.namesakeNuclear Energy and EngineeringKronecker deltaComputingMethodologies_SYMBOLICANDALGEBRAICMANIPULATIONPath integral formulationsymbolsTwo-sided Laplace transformApplied mathematicsGauss–Seidel methodSettore ICAR/08 - Scienza Delle CostruzioniPath integral solution Fast Gauss Transform Symmetric Fast Gauss Transform Fokker-Planck equation Ito calculusS transformGaussian processCivil and Structural EngineeringMathematicsProbabilistic Engineering Mechanics
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Accuracy of the finite difference method in stochastic setting.

2006

In this paper we study the accuracy of the finite difference method when the finite difference method is applied to approximately analyze the structure.

Acoustics and UltrasonicsMechanics of MaterialsMechanical EngineeringMathematical analysisFinite difference methodStructure (category theory)Finite difference coefficientCondensed Matter PhysicsMathematics
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CVBEM solution for De Saint-Venant orthotropic beams under coupled bending and torsion

2014

The aim of this paper is to provide a solution for the coupled flexure–torsion De Saint Venant problem for orthotropic beams taking full advantage of the complex variable boundary element method (CVBEM) properly extended using a complex potential function whose real and imaginary parts are related to the shear stress components, the orthotropic ratio and the Poisson coefficients. The proposed method returns the complete stress field and the unitary twist rotation of the cross section at once by performing only line integrals. Numerical applications have been reported to show the validity and the efficiency of the proposed modified CVBEM to handle shear stress problems in the presence of ort…

Mechanical EngineeringMathematical analysisComputational MechanicsLine integralCVBEMTorsion (mechanics)GeometryPhysics::Classical PhysicsOrthotropic materialComputer Science::Numerical AnalysisStress fieldSolid mechanicsShear stressorthotropic beamsTwistSettore ICAR/08 - Scienza Delle CostruzioniBoundary element methodMathematicsActa Mechanica
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Rollio delle navi in presenza di onde modellate come processi gaussiani e poissoniani agenti simultaneamente.

2008

Obiettivo del presente lavoro è l’estensione del metodo della path integral solution (PIS) per lo studio della dinamica del rollio delle navi in presenza di onde modellate come processi gaussiani e poissionani agenti simultaneamente. Si è proceduto dapprima a mostrare come la PIS consenta di valutare l’evoluzione temporale della funzione densità di probabilità (PDF) del processo di risposta, applicando il metodo ad equazioni differenziali stocastiche soggette a forzanti esterne gaussiane e poissoniane. Successivamente si è trattato il caso di un sistema non lineare soggetto ad entrambi i rumori gaussiano e poissoniano agenti contestualmente. Si è infine affrontato sia analiticamente che num…

Processi aleatoriSettore ICAR/08 - Scienza Delle CostruzioniPath Integral Solution
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Comparison among three boundary element methods for torsion problems: CPM, CVBEM, LEM

2011

This paper provides solutions for De Saint-Venant torsion problem on a beam with arbitrary and uniform cross-section. In particular three methods framed into complex analysis have been considered: Complex Polynomial Method (CPM), Complex Variable Boundary Element Method (CVBEM) and Line Element-less Method (LEM), recently proposed. CPM involves the expansion of a complex potential in Taylor series, computing the unknown coefficients by means of collocation points on the boundary. CVBEM takes advantage of Cauchy’s integral formula that returns the solution of Laplace equation when mixed boundary conditions on both real and imaginary parts of the complex potential are known. LEM introduces th…

Laplace's equationApplied MathematicsLaurent seriesGeneral EngineeringCauchy distributionGeometryBoundary Element Methods Complex analysis Torsion.Computational Mathematicssymbols.namesakeCollocation methodTaylor seriessymbolsShear stressApplied mathematicsBoundary value problemSettore ICAR/08 - Scienza Delle CostruzioniBoundary element methodAnalysisMathematicsEngineering Analysis with Boundary Elements
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Filippo Meli e gli altri: il problema della Natività di Caravaggio di Palermo

2009

arte pittura filippo meli caavaggio
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Reliability of structural reliability estimation

2006

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Non-stationary dynamic analysis of random structures via virtual distortion method

2009

Settore ICAR/08 - Scienza Delle CostruzioniProbabilistic Analysis Uncertain Structures Virtual Distortion Method Kronecker Algebra
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The Line Element-less Method Analysis of orthotropic beam for the De Saint Venant torsion problem

2010

Abstract This paper deals with the extension of a novel numerical technique, labelled line element-less method (LEM), in order to provide approximate solutions of the De Saint Venant torsion problem for orthotropic beams having simply and multiply connected cross-section. A suitable transformation of coordinates allows to take full advantage of the theory of analytic complex functions as in the isotropic case. A complex potential function analytic in all the transformed domain whose real and imaginary parts are related to the shear stress components and to the orthotropic ratio is introduced and expanded in the double-ended Laurent series involving harmonic polynomials. An element-free weak…

DiscretizationLine elementMechanical EngineeringLaurent seriesMathematical analysisIsotropyTorsion (mechanics)GeometryOrthotropic materialCondensed Matter PhysicsOrthotropic materialanalytic functiontorsion problemAlgebraic equationMechanics of MaterialsShear stressGeneral Materials ScienceSettore ICAR/08 - Scienza Delle CostruzioniCivil and Structural EngineeringMathematics
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Complex analysis for the solution of torsion problems: a comparison among three methods

2009

Complex potential function Saint Venant cylinder Torsion solutionSettore ICAR/08 - Scienza Delle Costruzioni
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Random Vibrations of Uncertain Linearly Elastic Trusses

2005

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The Saint-Venant cylinder under shear forces: Harmonic polynomial solution

2007

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Path integral solution for non-linear system enforced by Poisson White Noise

2008

Abstract In this paper the response in terms of probability density function of non-linear systems under Poisson White Noise is considered. The problem is handled via path integral (PI) solution that may be considered as a step-by-step solution technique in terms of probability density function. First the extension of the PI to the case of Poisson White Noise is derived, then it is shown that at the limit when the time step becomes an infinitesimal quantity the Kolmogorov–Feller (K–F) equation is fully restored enforcing the validity of the approximations made in obtaining the conditional probability appearing in the Chapman Kolmogorov equation (starting point of the PI). Spectral counterpa…

Characteristic function (probability theory)Mechanical EngineeringMathematical analysisFokker-Planck equationAerospace EngineeringConditional probabilityKolmogorov-Feller eqautionOcean EngineeringStatistical and Nonlinear PhysicsProbability density functionWhite noiseCondensed Matter PhysicsPoisson distributionPath Integral Solutionsymbols.namesakeNuclear Energy and EngineeringPath integral formulationsymbolsFokker–Planck equationSettore ICAR/08 - Scienza Delle CostruzioniChapman–Kolmogorov equationCivil and Structural EngineeringMathematicsProbabilistic Engineering Mechanics
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La Rocca di Cefalù: modello geomeccanico e condizioni di rischio per la cittadina normanna

2021

La cittadina di Cefalù, ubicata a circa 70 km da Palermo, è una delle perle del Mediterraneo, per la bellezza dei luoghi, dominati dalla Rocca, imponente rupe carbonatica alta circa 250 m s.l.m., e per i beni architettonici (Figg. 1 e 2). Fondata dai greci con il nome di Κεφαλοίδιον tra il XIV e il XIII a.C., conserva sulla Rocca il palazzo santuario ciclopico-megalitico, noto come Tempio di Diana. Sul ciglio della Rocca e per il suo intero sviluppo si snoda la cinta muraria di tipo megalitico risalente alla fine del V secolo a.C. (periodo pre-ellenico), in parte ricostruita nel periodo bizantino (VII÷IX secolo d.C.). Nel periodo normanno (secolo XII d.C.) furono costruiti i principali monu…

Settore GEO/04 - Geografia Fisica E Geomorfologiamodello geomeccanico crolli sismo-indotti mitigazione del rischio traiettorie di blocchi lapidei back-analysisgeomechanical model seismic induced rockfall risk mitigation trajectories of rock blocks back-analysisSettore GEO/05 - Geologia Applicata
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Stochastic ship roll motion via path integral method

2010

ABSTRACTThe response of ship roll oscillation under random ice impulsive loads modeled by Poisson arrival process is very important in studying the safety of ships navigation in cold regions. Under both external and parametric random excitations the evolution of the probability density function of roll motion is evaluated using the path integral (PI) approach. The PI method relies on the Chapman-Kolmogorov equation, which governs the response transition probability density functions at two close intervals of time. Once the response probability density function at an early close time is specified, its value at later close time can be evaluated. The PI method is first demonstrated via simple …

Path integrallcsh:Ocean engineeringRandom impulsive ice loadingOcean EngineeringProbability density functionResponse amplitude operatorPoisson distributionShip roll Random impulsive ice loading Poisson distributionsymbols.namesakelcsh:VM1-989Control theorylcsh:TC1501-1800Parametric random excitationChapman-Kolmogorov equationMathematicsParametric statisticsOscillationMathematical analysisDynamics (mechanics)lcsh:Naval architecture. Shipbuilding. Marine engineeringControl and Systems EngineeringPath integral formulationPoisson distributionsymbolsShip rollSettore ICAR/08 - Scienza Delle CostruzioniChapman–Kolmogorov equationInternational Journal of Naval Architecture and Ocean Engineering
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UN CONTRIBUTO ALLA RIFLESSIONE TEORICA SULL’ARTE ATTRAVERSO LE CARTE DELLA REAL SEGRETERIA LUOGOTENENZIALE. LA POLITICA CULTURALE DEL REGIO MUSEO BOR…

2011

Settore L-ART/04 - Museologia E Critica Artistica E Del RestauroREAL SEGRETERIA LUOGOTENENZIALEARTEREGIO MUSEO BORBONICOPALERMO
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Error in the finite difference based probabilistic dynamic analysis: analytical evaluation

2005

Acoustics and UltrasonicsMechanics of MaterialsMechanical EngineeringCalculusProbabilistic logicFinite differenceCondensed Matter PhysicsMathematics
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Probabilistic response of nonlinear systems under combined normal and Poisson white noise via path integral method

2011

In this paper the response in terms of probability density function of nonlinear systems under combined normal and Poisson white noise is considered. The problem is handled via a Path Integral Solution (PIS) that may be considered as a step-by-step solution technique in terms of probability density function. A nonlinear system under normal white noise, Poissonian white noise and under the superposition of normal and Poisson white noise is performed through PIS. The spectral counterpart of the PIS, ruling the evolution of the characteristic functions is also derived. It is shown that at the limit when the time step becomes an infinitesimal quantity an equation ruling the evolution of the pro…

Characteristic function (probability theory)Stochastic resonanceMechanical EngineeringMathematical analysisShot noiseAerospace EngineeringOcean EngineeringStatistical and Nonlinear PhysicsProbability density functionWhite noiseCondensed Matter PhysicsPoisson distributionsymbols.namesakeNormal white noise Poisonian white noise combined white noisesAdditive white Gaussian noiseNuclear Energy and EngineeringGaussian noisesymbolsSettore ICAR/08 - Scienza Delle CostruzioniCivil and Structural EngineeringMathematics
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Ship Roll Motion under Stochastic Agencies Using Path Integral Method

2009

The response of ship roll oscillation under random ice impulsive loads modeled by Poisson arrival process is very important in studying the safety of ships navigation in cold regions. Under both external and parametric random excitations the evolution of the probability density function of roll motion is evaluated using the path integral (PI) approach. The PI method relies on the Chapman-Kolmogorov equation, which governs the response transition probability density functions at two close intervals of time. Once the response probability density function at an early close time is specified, its value at later close time can be evaluated. The PI method is first demonstrated via simple dynamica…

Poisson arrival proceRoll oscillationOscillationDynamics (mechanics)Motion (geometry)Probability density functionPath integral methodWhite noiseWhite noise excitationResponse amplitude operatorRandom excitationControl theoryShip roll motionTransition probabilitiePath integral formulationChapman-Kolmogorov equationMathematicsParametric statistics
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A novel exact representation of stationary colored Gaussian processes (fractional differential approach)

2010

A novel representation of functions, called generalized Taylor form, is applied to the filtering of white noise processes. It is shown that every Gaussian colored noise can be expressed as the output of a set of linear fractional stochastic differential equations whose solution is a weighted sum of fractional Brownian motions. The exact form of the weighting coefficients is given and it is shown that it is related to the fractional moments of the target spectral density of the colored noise.

FOS: Computer and information sciencesStatistics and ProbabilityDifferential equationFOS: Physical sciencesGeneral Physics and AstronomyStatistics - ComputationStochastic differential equationsymbols.namesakeSpectral MomentsApplied mathematicsStationary processeGaussian processCondensed Matter - Statistical MechanicsComputation (stat.CO)Mathematical PhysicsMathematicsGeneralized functionStatistical Mechanics (cond-mat.stat-mech)Statistical and Nonlinear PhysicsMathematical Physics (math-ph)White noiseClosed and exact differential formsColors of noiseGaussian noiseFractional CalculuModeling and SimulationsymbolsSettore ICAR/08 - Scienza Delle Costruzioni
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Non-Stationary Random vibrations of uncertain structures by VDM

2007

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Truly no-mesh method for beam torsion solution

2007

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Fractional Derivatives in Interval Analysis

2017

In this paper, interval fractional derivatives are presented. We consider uncertainty in both the order and the argument of the fractional operator. The approach proposed takes advantage of the property of Fourier and Laplace transforms with respect to the translation operator, in order to first define integral transform of interval functions. Subsequently, the main interval fractional integrals and derivatives, such as the Riemann–Liouville, Caputo, and Riesz, are defined based on their properties with respect to integral transforms. Moreover, uncertain-but-bounded linear fractional dynamical systems, relevant in modeling fractional viscoelasticity, excited by zero-mean stationary Gaussian…

Dynamical systems Integral equations02 engineering and technology01 natural sciencesTransfer functionInterval arithmeticStructural Uncertainty Viscoelasticity Fractional Calculus Interval Analysissymbols.namesake0203 mechanical engineeringDynamical systemsmedicine0101 mathematicsSafety Risk Reliability and QualityIntegral equationsMathematicsSine and cosine transformsLaplace transformMechanical EngineeringDegrees of freedomMathematical analysisStiffnessFractional calculus010101 applied mathematics020303 mechanical engineering & transportsFourier transformsymbolsmedicine.symptomSettore ICAR/08 - Scienza Delle CostruzioniSafety Research
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De Saint-Venant flexure-torsion problem handled by Line Element-less Method (LEM)

2010

In this paper, the De Saint-Venant flexure-torsion problem is developed via a technique by means of a novel complex potential function analytic in all the domain whose real and imaginary parts are related to the shear stresses. The latter feature makes the complex analysis enforceable for the shear problem. Taking full advantage of the double-ended Laurent series involving harmonic polynomials, a novel element-free weak form procedure, labelled Line Element-less Method (LEM), is introduced, imposing that the square of the net flux across the border is minimized with respect to expansion coefficients. Numerical implementation of the LEM results in systems of linear algebraic equations involv…

Line elementMechanical EngineeringLaurent seriesMathematical analysisComputational MechanicsTorsion (mechanics)Geometryflexure-torsion problem Laurent seriesAlgebraic equationRobustness (computer science)Solid mechanicsShear stressSymmetric matrixSettore ICAR/08 - Scienza Delle CostruzioniMathematics
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Non-linear Systems Under Poisson White Noise Handled by Path Integral Solution

2008

An extension of the path integral to non-linear systems driven by a Poissonian white noise process is presented. It is shown that at the limit when the time increment becomes infinitesimal the Kolmogorov— Feller equation is fully restored. Applications to linear and non-linear systems with different distribution of the Dirac's deltas occurrences are performed and results are compared with analytical solutions (when available) and Monte Carlo simulation.

Mechanical EngineeringInfinitesimalMathematical analysisMonte Carlo methodAerospace EngineeringWhite noisePoisson distributionPoisson White Noise Kolmogorov-Feller equation Path integral solution.Nonlinear systemsymbols.namesakeDistribution (mathematics)Mechanics of MaterialsAutomotive EngineeringPath integral formulationsymbolsGeneral Materials ScienceLimit (mathematics)Settore ICAR/08 - Scienza Delle CostruzioniMathematicsJournal of Vibration and Control
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