Search results for "Timo"

showing 10 items of 2111 documents

Sensor Fusion Combining 3-D and 2-D for Depth Data Enhancement

2012

Time-of-Flight (ToF) cameras are known to be cost-efficient 3-D sensing systems capable of providing full scene depth information at a high frame rate. Among many other advantages, ToF cameras are able to provide distance information regardless of the illumination conditions and with no texture dependency, which makes them very suitable for computer vision and robotic applications where reliable distance measurements are required. However, the resolution of the given depth maps is far below the resolution given by standard 2-D video cameras which, indeed, restricts the use of ToF cameras in real applications such as those for safety and surveillance. In this thesis, we therefore investigate…

Time-of-Flight: Computer science [C05] [Engineering computing & technology]Data MatchingSpatio-temporal data enhancementDepth imagesSensor FusionComputer VisionComputingMethodologies_IMAGEPROCESSINGANDCOMPUTERVISIONMultimodal SensorsAdaptive Filters: Sciences informatiques [C05] [Ingénierie informatique & technologie]
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L’image publique de Timo Soini en 2010-2012 dans 6 articles des journaux Le Monde et Le Figaro

2016

Tässä tutkimuksessa tarkasteltiin perussuomalaisten puheenjohtajalle, Timo Soinille rakentuvaa julkisuuskuvaa kahden ranskalaisen sanomalehden (Le Monde ja Le Figaro) uutisartikkeleissa. Tutkimuksen tavoitteena oli selvittää millaisia diskursseja lehdet liittävät Timo Soiniin häneen kohdistuvassa uutisoinnissa. Populistinen puolue, Perussuomalaiset, onnistui saamaan historiallisen 3. sijan vuoden 2011 eduskuntavaaleissa, mikä huomioitiin laajasti myös muiden Euroopan maiden medioissa. Median valta yhteiskunnassamme on kiistatta suuri. Toimittajien tehtävä on välittää kansalaisille oikeaa tietoa yhteiskunnastamme, mutta paine saada uutisoinnista viihdyttävä, on suuri. Uutisen laatiminen kute…

Timo Soinidiskurssijulkisuuskuvalehdistödiskurssintutkimus
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Timoleonte da Corinto

2018

Democrazia ed ellenismo erano gli ideali che Timoleonte portava con sé dalla Grecia al momento della sua partenza per la Sicilia e che cercò di realizzare attraverso una serie di riforme legislative.

Timoleonte Grecia Sicilia democraziaSettore SPS/02 - Storia Delle Dottrine Politiche
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Safety and efficacy of changing to the travoprost/timolol maleate fixed combination (DuoTrav) from prior mono- or adjunctive therapy.

2010

Norbert Pfeiffer1, Maria-Luise Scherzer2, Hubert Maier3, Sonja Schoelzel4, Mark C Jasek5, Jeanette A Stewart6, William C Stewart6 On behalf of the DuoTravMED study group1Johannes Gutenberg-Universität Mainz, Mainz, Germany; 2Regenstauf, Germany; 3Gerolzhofen, Germany; 4Institutes of Molecular Medicine, University of Freiburg, Department of Surgery, Freiburg, Germany; 5Alcon Laboratories, Inc., Fort Worth, TX, USA; 6PRN Pharmaceutical Research Network, LLC, Charleston, SC, USAPurpose: To assess the safety and efficacy of changing to the travoprost/timolol fixed combination (TTFC) from other mono- or adjunctive therapies.Patients and methods: A prospective, open-label, observational …

Timolol maleatesafetyIntraocular pressuremedicine.medical_specialtyprimary open-angle glaucomagenetic structuresbusiness.industrytravoprost/timolol fixed combinationefficacyTimololOcular hypertensionClinical Ophthalmologymedicine.diseaseeye diseasesOphthalmologyOphthalmologymedicineocular hypertensionTravoprostsense organsskin and connective tissue diseasesbusinessmedicine.drugOriginal Researchintraocular pressureClinical ophthalmology (Auckland, N.Z.)
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Variational formulations and extra boundary conditions within stress gradient elasticity theory with extensions to beam and plate models

2016

Abstract The principle of minimum total potential energy and the primary principle of virtual power for stress gradient elasticity are presented as kinematic type constructs dual of analogous static type principles from the literature (Polizzotto, 2014; Polizzotto, 2015a). The extra gradient-induced boundary conditions are formulated as “boundary congruence conditions” on the microstructure’s deformation relative to the continuum, which ultimately require that the normal derivative of the stresses must vanish at the boundary surface. Two forms of the governing PDEs for the relevant boundary-value problem are presented and their computational aspects are discussed. The Timoshenko beam and th…

Timoshenko beam theoryApplied MathematicsMechanical EngineeringMathematical analysis02 engineering and technologyKinematicsElasticity (physics)Directional derivative021001 nanoscience & nanotechnologyCondensed Matter PhysicsPotential energy020303 mechanical engineering & transports0203 mechanical engineeringMechanics of MaterialsModeling and SimulationStress resultantsPlate theoryGeneral Materials ScienceBoundary value problem0210 nano-technologyMathematicsInternational Journal of Solids and Structures
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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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An analytical solution for multilayered beams subjected to ends loads

2014

An alternative model for multilayered beams undergoing axial, shear and bending loads applied at the beam's ends is developed. It is based on a layer-wise kinematics, which inherently fulfills the equilibrium equations at layer level and the interface continuity conditions. This kinematics is suitably expressed by introducing a set of generalized variables representative of the beam midline displacement field, which become the primary variables of the problem governing equations. As a consequence, the proposed beam model exhibits the computational characteristics of an equivalent single layer model and possesses the accuracy of layer-wise beam theories, as well. Closed form solutions for di…

Timoshenko beam theoryConjugate beam methodMaterials scienceAnalytical solutionbusiness.industryStructural engineeringKinematicsMechanicsComposite laminatesEquilibrium equationBeam theorieDisplacement fieldMultilayered compositeCeramics and CompositesPhysics::Accelerator PhysicsSettore ING-IND/04 - Costruzioni E Strutture AerospazialibusinessBeam (structure)Single layerCivil and Structural EngineeringComposite Structures
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Unified theory for analysis of curved thin-walled girders with open and closed cross section through HSA method

2016

Abstract The behaviour of thin-walled structures is deeply influenced by non-uniform torsion and cross section distortion. In this paper the extension of the Hamiltonian Structural Analysis (HSA) Method to thin-walled straight and curved beams is presented. The proposed method solves the structural elastic problem of thin-walled beams through the definition of a Hamiltonian system composed of 1st order differential equations. The method allows engineers to solve the elastic problem by introducing the degrees of freedom and the corresponding compatibility equations, founding equilibrium equations in the variational form. The methodology is explained in the framework of the so-called Generali…

Timoshenko beam theoryCurved beamDifferential equationThin-walled structuresTorsion (mechanics)020101 civil engineeringDistortion02 engineering and technologyElastic foundation0201 civil engineeringHamiltonian systemTransfer matricesSettore ICAR/09 - Tecnica Delle Costruzioni020303 mechanical engineering & transportsClassical mechanicsExact solutions in general relativity0203 mechanical engineeringHamiltonian structural analysisGirderBeam on elastic foundation analogyUnified field theoryBeam (structure)Civil and Structural EngineeringMathematicsGeneral beam theory
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From the Euler–Bernoulli beam to the Timoshenko one through a sequence of Reddy-type shear deformable beam models of increasing order

2015

Abstract A sequence of elastic Reddy-type shear deformable beams of increasing (odd) order is envisioned, which starts with the Euler–Bernoulli beam (first order) and terminates with the Timoshenko beam (infinite order). The kinematics of the generic beam, including the warping mode of the cross sections, is specified in terms of three deformation variables (two curvatures, one shear angle), work-conjugate of as many stress resultants (two bending moments, one shear force). The principle of virtual power is used to determine the (static) equilibrium equations and the boundary conditions. The equations relating the bending moments and shear force to the curvatures and shear angle are also re…

Timoshenko beam theoryDifferential equationMechanical EngineeringMathematical analysisShear forceGeneral Physics and AstronomyClassical mechanicsMechanics of MaterialsStress resultantsShear stressBending momentGeneral Materials ScienceShear and moment diagramBeam (structure)MathematicsEuropean Journal of Mechanics - A/Solids
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