Search results for "2010"

showing 10 items of 449 documents

Nonlinear rocking of rigid blocks on flexible foundation: Analysis and experiments

2017

Abstract Primarily, two models are commonly used to describe rocking of rigid bodies; the Housner model, and the Winkler foundation model. The first deals with the motion of a rigid block rocking about its base corners on a rigid foundation. The second deals with the motion of a rigid block rocking and bouncing on a flexible foundation of distributed linear springs and dashpots (Winkler foundation). These models are two-dimensional and can capture some of the features of the physics of the problem. Clearly, there are additional aspects of the problem which may be captured by an enhanced nonlinear model for the base-foundation interaction. In this regard, what it is adopted in this paper is …

Physics021110 strategic defence & security studiesbusiness.industry0211 other engineering and technologiesFoundation (engineering)Flexible foundationEquations of motion020101 civil engineeringContext (language use)02 engineering and technologyGeneral MedicineStructural engineeringDashpot0201 civil engineeringDamperContact forceNonlinear systemRocking motionEngineeringNonlinear contact modelImpactFlexible foundation; Nonlinear contact model; Rocking motion; EngineeringSettore ICAR/08 - Scienza Delle Costruzionibusiness
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The multiple slope discontinuity beam element for nonlinear analysis of RC framed structures

2018

The seismic nonlinear response of reinforced concrete structures permits to identify critical zones of an existing structure and to better plan its rehabilitation process. It is obtained by performing finite element analysis using numerical models classifiable into two categories: lumped plasticity models and distributed plasticity models. The present work is devoted to the implementation, in a finite element environment, of an elastoplastic Euler–Bernoulli beam element showing possible slope discontinuities at any position along the beam span, in the framework of a modified lumped plasticity. The differential equation of an Euler–Bernoulli beam element under static loads in presence of mul…

PhysicsDiscretizationDifferential equationMechanical EngineeringMathematical analysisSlope discontinuity Nonlinear pushover analysis Lumped plasticity Plastic hinge020101 civil engineering02 engineering and technologyPlasticityClassification of discontinuitiesCondensed Matter PhysicsFinite element method0201 civil engineeringNonlinear systemSettore ICAR/09 - Tecnica Delle Costruzioni020303 mechanical engineering & transports0203 mechanical engineeringMechanics of MaterialsBending momentSettore ICAR/08 - Scienza Delle CostruzioniStiffness matrix
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La sensación sonora y visual del mar en la pintura valenciana de finales del siglo XIX

2010

This work presents an interpretation from a phenomenological point of view of the visual and sonorous experience on the perception of the sea in the context of XIX century Valencian painting. The use of senses to generate images of the sea establishes a network of links between them that plays a key role in the comprehension and interpretation of its image. The analysis starts from the identification of an autonomous and separated poetics of the sea, focusing on the study of its immensity from the different points of view that its contemplation presents. It ends on the interpretation of the sonorous and mobile potentiality of its matter. The study has identified in the chosen images of the …

Phénoménologie0211-5808 9678 Archivo de arte valenciano 277874 2010 91 3629783 La sensación sonora y visual del mar en la pintura valenciana de finales del siglo XIX Ferrer MontoliuUNESCO::CIENCIAS DE LAS ARTES Y LAS LETRASEstética del marEsther 177 194SonidoPintura española del Siglo XIXFenomenología[SHS.ART]Humanities and Social Sciences/Art and art historyMovimientoMouvement:CIENCIAS DE LAS ARTES Y LAS LETRAS [UNESCO]Peinture valencienne du XIX siècle[SHS.ART] Humanities and Social Sciences/Art and art historyEsthétique de la merSonorité
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Risk of failure for the salso river railroad steel bridge

2020

Abstract The degradation state of railroad steel bridges is one of the most important and difficult aspects to be interpreted. The use of steel bridges started from 1900, and they are still in service today as railroad bridges. The case study examined was that of a bridge railroad steel bridge having a total length of 112 m and constituted by three isostatic, reticular beams having a Pratt type composition. The substructures (two shoulders and two intermediate piles) are in masonry with a reinforced concrete beam in the upper portion. The structure (steel bridge and piers) is in a degraded state. To determine the degradation level, non-destructive and partially destructive tests were carrie…

Pierbusiness.industryGeneral Engineering020101 civil engineering02 engineering and technologyStructural engineeringMasonryBridge (interpersonal)0201 civil engineering020303 mechanical engineering & transports0203 mechanical engineeringBuilding codeUltimate tensile strengthRetrofittingGeneral Materials ScienceMortarbusinessBeam (structure)GeologyEngineering Failure Analysis
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Nonlinear scalar field equations with general nonlinearity

2018

Consider the nonlinear scalar field equation \begin{equation} \label{a1} -\Delta{u}= f(u)\quad\text{in}~\mathbb{R}^N,\qquad u\in H^1(\mathbb{R}^N), \end{equation} where $N\geq3$ and $f$ satisfies the general Berestycki-Lions conditions. We are interested in the existence of positive ground states, of nonradial solutions and in the multiplicity of radial and nonradial solutions. Very recently Mederski [30] made a major advance in that direction through the development, in an abstract setting, of a new critical point theory for constrained functionals. In this paper we propose an alternative, more elementary approach, which permits to recover Mederski's results on the scalar field equation. T…

Pure mathematicsMathematics::Analysis of PDEsMonotonic function2010 MSC: 35J20 35J6001 natural sciencesMathematics - Analysis of PDEsFOS: Mathematics[MATH.MATH-AP]Mathematics [math]/Analysis of PDEs [math.AP]Mountain pass0101 mathematicsMathematicsgeographygeography.geographical_feature_category35J20 35J60Applied Mathematics010102 general mathematicsMultiplicity (mathematics)Monotonicity trickNonradial solutions010101 applied mathematicsNonlinear systemBerestycki-Lions nonlinearityBounded functionNonlinear scalar field equationsScalar fieldAnalysisAnalysis of PDEs (math.AP)
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Periodic measures and partially hyperbolic homoclinic classes

2019

In this paper, we give a precise meaning to the following fact, and we prove it: $C^1$-open and densely, all the non-hyperbolic ergodic measures generated by a robust cycle are approximated by periodic measures. We apply our technique to the global setting of partially hyperbolic diffeomorphisms with one dimensional center. When both strong stable and unstable foliations are minimal, we get that the closure of the set of ergodic measures is the union of two convex sets corresponding to the two possible $s$-indices; these two convex sets intersect along the closure of the set of non-hyperbolic ergodic measures. That is the case for robustly transitive perturbation of the time one map of a tr…

Pure mathematicsMathematics::Dynamical SystemsGeneral MathematicsClosure (topology)Dynamical Systems (math.DS)01 natural sciencespartial hyperbolicityquasi-hyperbolic stringBlenderFOS: Mathematicsnon-hyperbolic measureErgodic theoryHomoclinic orbitMathematics - Dynamical Systems0101 mathematics[MATH]Mathematics [math]ergodic measureperiodic measureMathematicsfoliationsTransitive relationApplied MathematicsMSC (2010): Primary 37D30 37C40 37C50 37A25 37D25010102 general mathematicsRegular polygonTorusstabilityFlow (mathematics)systemsDiffeomorphismrobust cycleLyapunov exponent
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Hyperbolicity as an obstruction to smoothability for one-dimensional actions

2017

Ghys and Sergiescu proved in the $80$s that Thompson's group $T$, and hence $F$, admits actions by $C^{\infty}$ diffeomorphisms of the circle . They proved that the standard actions of these groups are topologically conjugate to a group of $C^\infty$ diffeomorphisms. Monod defined a family of groups of piecewise projective homeomorphisms, and Lodha-Moore defined finitely presentable groups of piecewise projective homeomorphisms. These groups are of particular interest because they are nonamenable and contain no free subgroup. In contrast to the result of Ghys-Sergiescu, we prove that the groups of Monod and Lodha-Moore are not topologically conjugate to a group of $C^1$ diffeomorphisms. Fur…

Pure mathematicsMathematics::Dynamical Systems[ MATH.MATH-GR ] Mathematics [math]/Group Theory [math.GR][ MATH.MATH-DS ] Mathematics [math]/Dynamical Systems [math.DS][MATH.MATH-DS]Mathematics [math]/Dynamical Systems [math.DS]Group Theory (math.GR)Dynamical Systems (math.DS)Fixed pointPSL01 natural sciences[MATH.MATH-GR]Mathematics [math]/Group Theory [math.GR]57M60Homothetic transformationMathematics::Group Theorypiecewise-projective homeomorphisms0103 physical sciencesFOS: Mathematics0101 mathematicsMathematics - Dynamical SystemsMathematics::Symplectic GeometryMathematicsreal37C85 57M60 (Primary) 43A07 37D40 37E05 (Secondary)diffeomorphismsPrimary 37C85 57M60. Secondary 43A07 37D40 37E0543A07Group (mathematics)37C8537D40010102 general mathematicsMSC (2010) : Primary: 37C85 57M60Secondary: 37D40 37E05 43A0737E0516. Peace & justiceAction (physics)hyperbolic dynamicsrigidityc-1 actionsbaumslag-solitar groupshomeomorphismslocally indicable groupPiecewiseInterval (graph theory)010307 mathematical physicsGeometry and TopologyTopological conjugacyMathematics - Group Theoryintervalgroup actions on the interval
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Reconciling open charm production at the Fermilab Tevatron with QCD

2005

We study the inclusive hadrodroduction of D^0, D^+, D^{*+}, and D_s^+ mesons at next-to-leading order in the parton model of quantum chromodynamics endowed with universal non-perturbative fragmentation functions (FFs) fitted to e^+e^- annihilation data from CERN LEP1. Working in the general-mass variable-flavor-number scheme, we resum the large logarithms through the evolution of the FFs and, at the same time, retain the full dependence on the charm-quark mass without additional theoretical assumptions. In this way, the cross section distributions in transverse momentum recently measured by the CDF Collaboration in run II at the Fermilab Tevatron are described within errors.

Quarkperturbation theory [quantum chromodynamics]Particle physicsMesoninclusive reaction [anti-p p]High Energy Physics::LatticeTevatronhadroproduction [charmed meson]General Physics and AstronomyFOS: Physical sciencesPartontransverse momentum [differential cross section]High Energy Physics - ExperimentNuclear physicsDGLAP equationHigh Energy Physics - Experiment (hep-ex)High Energy Physics - Phenomenology (hep-ph)Factorizationddc:550Fermilabnumerical calculationsNuclear ExperimentCDF [interpretation of experiments]PhysicsQuantum chromodynamicsAnnihilation1960 GeV-cmsHigh Energy Physics::PhenomenologyD*(2010)nonperturbative [fragmentation function]parton [model]D0High Energy Physics - PhenomenologyD+charm [mass]High Energy Physics::Experiment
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Optimisation of liquid rubber modified bitumen for road pavements and roofing applications

2020

Abstract Polymer Modified Bitumens (PMBs) are largely used for pavement and roofing membranes applications with Styrene-Butadiene-Styrene Block copolymer (SBS) playing a major role in both markets despite its constantly increasing price due to the rising demand for quality bitumen modifiers. On the other hand, there is an increasing trend of recycling end of life tyres generating Recycled Tyre Rubber (RTR) at affordable price. This investigation aims at engineering a modified bitumen with a combination of Liquid Rubber (LR), a homogeneous blend of 50–70% RTR pre-processed in combination with heavy oils, and a wax denominated Ethylene Bis Stearamide (EBS). In the first phase, the effect of L…

Recycled tyre rubberMaterials science0211 other engineering and technologiesEBS020101 civil engineering02 engineering and technologyAsphalt mixtures0201 civil engineeringEthylene bischemistry.chemical_compoundResponse surface methodologyNatural rubberRheology021105 building & constructionGeneral Materials ScienceResponse surface methodologyComposite materialCivil and Structural EngineeringPolymer modifiedWaxBuilding and ConstructionRoofing membranesLiquid rubberchemistryAsphaltLiquid rubbervisual_artvisual_art.visual_art_mediumSBS modified bitumenConstruction and Building Materials
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Rendimiento en el rendimiento entre equipos exitosos y no exitosos durante las copas del mundo de futbol de la FIFA 2010 y 2014

2015

El objetivo principal de la tesis fue el de analizar las diferencias entre equipos exitosos y no exitosos durante las dos últimas Copas del Mundo (2010 y 2014), para ello planteamos 3 objetivos específicos que nos permitieran esclarecer este problema. En esa línea específicamente tratamos de determinar las diferencias en: • La eficacia ofensiva y defensiva de los equipos (objetivo específico 1). • Los patrones de distribución temporal de los goles, el efecto del primer gol marcado (objetivo específico 2). • La posesión del balón, los pases y la eficacia de los mismos (objetivo específico 3). Muestra: La muestra fue extraída de los partidos de la fase final de las Copas del Mundo de Sudáfric…

Rendimiento ofensivo y defensivoFutbolPosesion de balonGolesCopa Mundial FIFA 2010 y 2014Analisis tecnico-tacticoFinalizaciones a porteriaEficacia ofensiva y defensiva
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