Search results for " Timo"

showing 10 items of 25 documents

Yhteiskunnan moottori vai kivireki? : suuret ikäluokat ja 1960-lukulaisuus

2004

1960-lukuyhteiskuntaluokatasenteetkäyttörikollisuussolidaarisuushyvinvointivaltiomatkailuarvotsuuret ikäluokatelämäntapakunnan työntekijätsosiaalinen pääomayhteiskuntakehityspalvelutpäihteetikäryhmätyhteiskuntarakenneasuminentyöttömyyskuluttajakäyttäytyminenkulttuuriharrastuksetToivonen Timoyhteiskunnallinen muutoskulttuurintutkimusalkoholikulttuuri
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Timoteo Calvo Ibarra (1799-1879). Un arquitecto valenciano durante el reinado de Isabel II.

2015

In the complex scene of valencian architecture of 19th century, Timoteo Calvo Ibarra should be considered as one of the most representative authors. In his designs and interventions, such as the Literary University, the construction of new Cathedral’s Altarpiece, they are apparent the peculiarities of the first Historicism, coincident with Isabelline period. In this first stage of historicism, the homogeneity and guarantee of good taste that classicism provided was no longer valid as unique option and it will be simultaneous with romantic architecture represented by the first historicist experiences, which will conclude with the burst onto the scene of the eclecticism in the restoration of …

: Timoteo Calvo Ibarra valencian architecture academism historicism 19th century.Settore ICAR/18 - Storia Dell'ArchitetturaTimoteo Calvo Ibarra arquitectura valenciana academicismo historicismo siglo XIX.
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On the dynamics of non-local fractional viscoelastic beams under stochastic agencies

2018

Abstract Non-local viscoelasticity is a subject of great interest in the context of non-local theories. In a recent study, the authors have proposed a non-local fractional beam model where non-local effects are represented as viscoelastic long-range volume forces and moments, exchanged by non-adjacent beam segments depending on their relative motion, while local effects are modelled by elastic classical stress resultants. Long-range interactions have been given a fractional constitutive law, involving the Caputo's fractional derivative. This paper introduces a comprehensive numerical approach to calculate the stochastic response of the non-local fractional beam model under Gaussian white no…

Materials scienceDiscretization02 engineering and technologyWhite noiseIndustrial and Manufacturing Engineering0203 mechanical engineeringFractional viscoelasticityComposite materialImpulse responseNon local Timoshenko beamMechanical EngineeringMathematical analysisEquations of motionWhite noise021001 nanoscience & nanotechnologyPhysics::History of PhysicsNon local Timoshenko beam; Fractional viscoelasticity; White noise; State variable expansionFractional calculusNumerical integration020303 mechanical engineering & transportsMechanics of MaterialsStress resultantsFrequency domainCeramics and CompositesState variable expansionSettore ICAR/08 - Scienza Delle CostruzioniFractional viscoelasticity Non local Timoshenko beam State variable expansion White noise0210 nano-technologyNon local Timoshenko beam Fractional viscoelasticity White noise State variable expansionComposites Part B: Engineering
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A CONFIGURAÇÃO INOVADORA DO PRINCÍPIO DA BOA ADMINISTRAÇÃO ENTRE PRIVADOS E AUTORIDADES PÚBLICAS NA UNIÃO EUROPÉIA

2017

O direito a uma boa administração pública é um dos direitos fundamentais da pessoa, garantido pelo artigo 41 da Carta dos direitos fundamentais da União Europeia, que, em 2009, por força do Tratado de Lisboa, tornou-se juridicamente vinculante com o mesmo valor de fonte primária dos Tratados europeus. Ele é definido como o direito de cada pessoa (física e jurídica) de receber, por parte da autoridade pública, em relação às questões que se lhe refiram, um tratamento imparcial, equitativo e num prazo razoável. Inclui, também, os seguintes direitos de natureza procedimental: a ser ouvida, antes de, a seu respeito, ser tomada qualquer medida individual que a afete desfavoravelmente; a ter acess…

O direito a uma boa administração pública é um dos direitos fundamentais da pessoa garantido pelo artigo 41 da Carta dos direitos fundamentais da União Europeia que em 2009 por força do Tratado de Lisboa tornou-se juridicamente vinculante com o mesmo valor de fonte primária dos Tratados europeus. Ele é definido como o direito de cada pessoa (física e jurídica) de receber por parte da autoridade pública em relação às questões que se lhe refiram um tratamento imparcial equitativo e num prazo ra o vel nclui tam m os seguintes direitos de nature a rocedimental a ser ouvida antes de a seu res eito ser tomada ual uer medida individual ue a afete desfavoravelmente a ter acesso aos autos no res eito dos leg timos interesses da confidencialidade e do segredo rofissional e comercial de con ecer os motivos da decis o administrativa de se dirigir e de o ter res osta elas institui es licas numa das l nguas oficiais dos Tratados. Compreende um direito de natureza processual também como o direito da essoa à re ara o or arte da dministra o dos danos causados elos seus agentes no e erc cio das res ectivas fun es de acordo com os rinc ios gerais comuns às legisla es dos stados-Membros. Todos os aspectos do direito à boa administração serão analisados também com o fim de verificar as suas implicações no sistema jurídico europeu e italiano.Settore IUS/10 - Diritto AmministrativoGeneral Medicine
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A two-node finite element for linear magneto-electric laminated timoshenko beams

2012

A new finite element is presented for linear magnetoelectric straight laminated beam subject to the assumptions of quasi-steady electromagnetic state. The mechanical model is based upon Timoshenko beam theory to account for shear deformation influences. The electromagnetic stacking sequence is proved to enter the equivalent elastic problem by affecting both the stiffness properties of the beam, in terms of axial and flexural coupling, and by modifying the mechanical boundary conditions as distributed loads. Shape functions are first written for the generalized beam mean-line kinematical quantities in such a way the obtained strain field fulfills the homogeneous governing equations of the eq…

Settore ING-IND/04 - Costruzioni E Strutture Aerospazialimagnetoelectric laminates Timoshenko’s beam finite element
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Raffronto tra due formulazioni farmaceutiche di Timololo nel trattamento del glaucoma ad angolo aperto

2010

Settore MED/30 - Malattie Apparato VisivoGlaucoma cronico ad andolo aperto Timololo Compliance
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On the vibrations of a mechanically based non-local beam model

2012

The vibration problem of a Timoshenko non-local beam is addressed. The beam model involves assuming that the equilibrium of each volume element is attained due to contact forces and long-range body forces exerted, respectively, by adjacent and non-adjacent volume elements. The contact forces result in the classical Cauchy stress tensor while the long-range forces are taken as depending on the product of the interacting volume elements and on their relative displacement through a material-dependent distance-decaying function. To derive the motion equations and the related mechanical boundary conditions, the Hamilton's principle is applied The vibration problem of a Timoshenko non-local beam …

Timoshenko beam theoryBody forceNon-local elasticityGeneral Computer ScienceGeneral Physics and AstronomyContact forceLong-range interactionsymbols.namesakeFree vibrations; Hamilton's principle; Long-range interactions; Non-local elasticity; Timoshenko beam theoryGeneral Materials ScienceHamilton's principleVolume elementPhysicsCauchy stress tensorEquations of motionFree vibrationGeneral ChemistryMechanicsComputational MathematicsTimoshenko beam theoryClassical mechanicsHamilton's principleMechanics of MaterialssymbolsSettore ICAR/08 - Scienza Delle CostruzioniBeam (structure)Computational Materials Science
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Hamiltonian structural analysis of curved beams with or without generalized two-parameter foundation

2013

The solution of curved Timoshenko beams with or without generalized two-parameter elastic foundation is presented. Beam can be subjected to any kind of loads and imposed external actions, distributed or concentrated along the beam. It can have external and internal restraints and any kind of internal kinematical or mechanical discontinuity. Moreover, the beam may have any spatial curved geometry, by dividing the entire structure into segments of constant curvature and constant elastic properties, each segment resting or not on elastic foundation. The foundation has six parameters like a generalized Winkler soil with the addition of other two parameters involving the link between settlements…

Timoshenko beam theoryComputational complexity theoryDifferential equationMechanical EngineeringHamiltonian system HSA method Transfer matrices Two-parameter foundation Curved beam Timoshenko beam DiscontinuitiesClassification of discontinuitiesHamiltonian systemConstant curvatureSettore ICAR/09 - Tecnica Delle Costruzionisymbols.namesakeClassical mechanicssymbolsHamiltonian (quantum mechanics)Beam (structure)MathematicsArchive of Applied Mechanics
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Finite element method for a nonlocal Timoshenko beam model

2014

A finite element method is presented for a nonlocal Timoshenko beam model recently proposed by the authors. The model relies on the key idea that nonlocal effects consist of long-range volume forces and moments exchanged by non-adjacent beam segments, which contribute to the equilibrium of a beam segment along with the classical local stress resultants. The long-range volume forces/moments are linearly depending on the product of the volumes of the interacting beam segments, and their relative motion measured in terms of the pure beam deformation modes, through appropriate attenuation functions governing the spatial decay of nonlocal effects. In this paper, the beam model is reformulated wi…

Timoshenko beam theoryFinite element methodApplied MathematicsGeneral EngineeringStiffnessPure deformation modeComputer Graphics and Computer-Aided DesignFinite element methodLong-range interactionClassical mechanicsVariational formulationBending stiffnessStress resultantsNonlocal Timoshenko beammedicineDirect stiffness methodmedicine.symptomAnalysisBeam (structure)Stiffness matrixMathematics
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A new displacement-based framework for non-local Timoshenko beams

2015

In this paper, a new theoretical framework is presented for modeling non-locality in shear deformable beams. The driving idea is to represent non-local effects as long-range volume forces and moments, exchanged by non-adjacent beam segments as a result of their relative motion described in terms of pure deformation modes of the beam. The use of these generalized measures of relative motion allows constructing an equivalent mechanical model of non-local effects. Specifically, long-range volume forces and moments are associated with three spring-like connections acting in parallel between couples of non-adjacent beam segments, and separately accounting for pure axial, pure bending and pure sh…

Timoshenko beam theoryPhysicsMechanical EngineeringSpring-like connectionMechanicsPure shearPure deformation modeNon localCondensed Matter PhysicsPotential energyLong-range interactionClassical mechanicsShear (geology)Non-local Timoshenko beamMechanics of MaterialsLong-range interactions; Non-local Timoshenko beam; Pure deformation modes; Spring-like connections; Mechanical Engineering; Mechanics of Materials; Condensed Matter PhysicsPure bendingPhysics::Accelerator PhysicsMechanics of MaterialMinificationSettore ICAR/08 - Scienza Delle CostruzioniBeam (structure)
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