Search results for "Structural engineering"

showing 10 items of 1998 documents

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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A method for the probabilistic analysis of nonlinear systems

1995

Abstract The probabilistic description of the response of a nonlinear system driven by stochastic processes is usually treated by means of evaluation of statistical moments and cumulants of the response. A different kind of approach, by means of new quantities here called Taylor moments, is proposed. The latter are the coefficients of the Taylor expansion of the probability density function and the moments of the characteristic function too. Dual quantities with respect to the statistical cumulants, here called Taylor cumulants, are also introduced. Along with the basic scheme of the method some illustrative examples are analysed in detail. The examples show that the proposed method is an a…

Characteristic function (probability theory)Stochastic processMechanical EngineeringAerospace EngineeringOcean EngineeringStatistical and Nonlinear PhysicsProbability density functionCondensed Matter Physicssymbols.namesakeNonlinear systemNuclear Energy and EngineeringTaylor seriessymbolsCalculusApplied mathematicsProbabilistic analysis of algorithmsCumulantCivil and Structural EngineeringMathematicsTaylor expansions for the moments of functions of random variables
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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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Interactions between chemical evolution (hydration) and physical evolution (setting) in the case of tricalcium silicate

1994

This paper describes recent experimental results concerning investigation of the parameters which determine, on the one hand, the kinetics of hydration of tricalcium silicate and the thermodynamic, morphological and structural characteristics of C-S-H and, on the other hand, the evolution of the particle interactions at the origin of setting. It is shown that, in both cases, lime concentration in solution is the most important parameter. As a consequence, the chemical evolution of the system, which controls the lime concentration in solution, determines the nature of particle interactions and the physical evolution of the suspension or paste. In return, the contacts, between particles, resu…

ChemistryKineticsGeneral EngineeringThermodynamicsMineralogyBuilding and Constructionengineering.materialChemical reactionSuspension (chemistry)Chemical evolutionMechanics of MaterialsengineeringParticleCoagulation (water treatment)General Materials ScienceCivil and Structural EngineeringLimeTricalcium silicateMaterials and Structures
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An integrated approach based on Life Cycle Assessment and Thermoeconomics: Application to a water-cooled chiller for an air conditioning plant

2018

Abstract A large number of methods for energy systems analysis were developed in the last decades, aimed at acquiring an in-depth understanding of plant performances and enabling analysts to identify optimal design and operating conditions. In this work an integrated approach based on Life Cycle Assessment and Thermoeconomics is proposed as a method for assessing the exergo-environmental profile of energy systems. The procedure combines the capabilities of these two techniques, to account simultaneously for aspects related to thermodynamics of energy conversion processes and to the overall impacts along the plant life cycle related to other phases, i.e. from raw material extraction to the d…

ChillerComputer science020209 energyThermoeconomicsContext (language use)02 engineering and technologyLife Cycle AssessmentIndustrial and Manufacturing Engineering0202 electrical engineering electronic engineering information engineeringSettore ING-IND/10 - Fisica Tecnica Industriale0601 history and archaeologyRefrigeration plantElectrical and Electronic EngineeringBill of materialsProcess engineeringThermoeconomicLife-cycle assessmentCivil and Structural EngineeringSettore ING-IND/11 - Fisica Tecnica Ambientale060102 archaeologybusiness.industryMechanical EngineeringEnergy systems analysi06 humanities and the artsBuilding and ConstructionPollutionMulti-variable approachGeneral EnergyElectricity generationSystems analysisAir conditioningbusiness
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A critical assessment of methods for the determination of the shear stress amplitude in multiaxial fatigue criteria belonging to critical plane class

2015

Abstract Multiaxial high cycle fatigue criteria based on the critical plane approach necessitate unambiguous definitions of the amplitude and mean value of the shear stress (τa and τm) acting on the material planes. Four of the existing definitions relate the values of τa and τm to a geometrical element of the curve described by the tip of the shear stress vector (curve Ψ), respectively, the radius of the Minimum Circumscribed Circle, the Longest Chord, the Longest Projection, the diagonal of the Maximum Rectangular Hull (MRH). In this paper a critical assessment of the above definitions is proposed, focusing on that based on the concept of MRH, which is the most recently developed. The mai…

Chord (geometry)Plane (geometry)business.industryMultiaxial fatigueMechanical EngineeringDiagonalMathematical analysisRadiusStructural engineeringIndustrial and Manufacturing EngineeringProjection (linear algebra)Critical planeSettore ING-IND/14 - Progettazione Meccanica E Costruzione Di MacchineAmplitudeMechanics of MaterialsModeling and SimulationShear stressMultiaxial fatigue shear stress amplitude critical plane circumscribed circle longest chord maximum projection rectangular hullGeneral Materials ScienceCircumscribed circleRectangular hullCircumscribed circlebusinessShear stress amplitudeMathematicsInternational Journal of Fatigue
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The Behaviour of Mistuned Piezoelectric Shunt Systems and Its Estimation

2016

This paper addresses monoharmonic vibration attenuation using piezoelectric transducers shunted with electric impedances consisting of a resistance and an inductance in series. This type of vibration attenuation has several advantages but suffers from problems related to possible mistuning. In fact, when either the mechanical system to be controlled or the shunt electric impedance undergoes a change in their dynamical features, the attenuation performance decreases significantly. This paper describes the influence of biases in the electric impedance parameters on the attenuation provided by the shunt and proposes an approximated model for a rapid prediction of the vibration damping performa…

Civil and Structural Engineering; Condensed Matter Physics; Geotechnical Engineering and Engineering Geology; Mechanics of Materials; Mechanical EngineeringEngineeringArticle SubjectAcoustics02 engineering and technologyMistuningImpedance parameters0203 mechanical engineeringControl theoryElectrical impedanceCivil and Structural Engineeringbusiness.industryAttenuationMechanical Engineering021001 nanoscience & nanotechnologyCondensed Matter PhysicsGeotechnical Engineering and Engineering GeologyPiezoelectricitylcsh:QC1-999Mechanical systemInductanceVibration020303 mechanical engineering & transportsMechanics of Materials0210 nano-technologybusinesslcsh:PhysicsShock and Vibration
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Identification of stiffness, dissipation and input parameters of multi degree of freedom civil systems under unmeasured base excitations

2009

A time domain dynamic identification technique based on a statistical moment approach has been formulated for civil systems under base random excitations in the linear state. This technique is based on the use of classically damped models characterized by a mass proportional damping. By applying the Itô stochastic calculus, special algebraic equations that depend on the statistical moments of the response can be obtained. These equations can be used for the dynamic identification of the mechanical parameters that define the structural model, in the case of unmeasured input as well, and the identification of the input itself. Furthermore, the above equations demonstrate the possibility of id…

Civil structureLinear modelMechanical EngineeringStochastic calculusSystem identificationLinear modelAerospace EngineeringOcean EngineeringStatistical and Nonlinear PhysicsWhite noiseCondensed Matter PhysicsParameter identification problemMoment (mathematics)Settore ICAR/09 - Tecnica Delle CostruzioniAlgebraic equationMass proportional dampingNuclear Energy and EngineeringControl theoryApplied mathematicsRandom vibrationTime domainSystem identificationSettore ICAR/08 - Scienza Delle CostruzioniCivil and Structural EngineeringMathematicsProbabilistic Engineering Mechanics
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An output-only stochastic parametric approach for the identification of linear and nonlinear structures under random base excitations: Advances and c…

2014

In this paper a time domain output-only Dynamic Identification approach for Civil Structures (DICS) first formulated some years ago is reviewed and presented in a more generalized form. The approach in question, suitable for multi- and single-degrees-of-freedom systems, is based on the statistical moments and on the correlation functions of the response to base random excitations. The solving equations are obtained by applying the Itô differential stochastic calculus to some functions of the response. In the previous version ([21] Cavaleri, 2006; [22] Benfratello et al., 2009), the DICS method was based on the use of two classes of models (Restricted Potential Models and Linear Mass Proport…

Civil structureMathematical optimizationBase excitationGeneralizationMechanical EngineeringSystem identificationStochastic calculusAerospace EngineeringOcean EngineeringStatistical and Nonlinear PhysicsWhite noiseWhite noiseCondensed Matter PhysicsNonlinear systemSettore ICAR/09 - Tecnica Delle CostruzioniNuclear Energy and EngineeringNonlinear stiffneApplied mathematicsNonlinear dampingTime domainSystem identificationCivil and Structural EngineeringMathematicsParametric statisticsEquation solving
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The durability of basalt fibres reinforced polymer (BFRP) panels for cladding

2015

The study focuses on two basalt composite laminate panels for cladding, produced by means of vacuum bagging technique. In particular, unidirectional and random basalt fabrics, with different areal weights, using epoxy resin as matrix, were used. According to the ISO 15686 methodology for the evaluation of durability, samples were subjected to cycles of artificial aging in climatic chamber and outdoor exposure, carrying out mechanical (i.e. quasi-static and dynamic) and calorimetric tests. The results show the effectiveness over time of produced basalt composite laminates and the initial increase of the mechanical performances after the first steps of accelerated aging.

Cladding (metalworking)Materials scienceComposite numberMechanical performanceSettore ICAR/11 - Produzione Edilizia02 engineering and technology010402 general chemistry01 natural sciencesLaminated composite panelDurabilityGeneral Materials ScienceComposite materialCivil and Structural Engineeringchemistry.chemical_classificationBuilding and ConstructionEpoxyPolymerComposite laminates021001 nanoscience & nanotechnologyDurabilityAccelerated aging0104 chemical sciencesSettore ING-IND/22 - Scienza E Tecnologia Dei MaterialichemistryMechanics of Materialsvisual_artSolid mechanicsvisual_art.visual_art_medium0210 nano-technologyBasalt fibre
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