Interface discontinuity factors in the modal eigenspace of the multigroup diffusion matrix

Interface discontinuity factors based on the Generalized Equivalence Theory are commonly used in nodal homogenized diffusion calculations so that diffusion average values approximate heterogeneous higher order solutions. In this paper, an additional form of interface correction factors is presented in the frame of the Analytic Coarse Mesh Finite Difference Method (ACMFD), based on a correction of the modal fluxes instead of the physical fluxes. In the ACMFD formulation, implemented in COBAYA3 code, the coupled multigroup diffusion equations inside a homogenized region are reduced to a set of uncoupled modal equations through diagonalization of the multigroup diffusion matrix. Then, physical fluxes are transformed into modal fluxes in the eigenspace of the diffusion matrix. It is possible to introduce interface flux discontinuity jumps as the difference of heterogeneous and homogeneous modal fluxes instead of introducing interface discontinuity factors as the ratio of heterogeneous and homogeneous physical fluxes. The formulation in the modal space has been implemented in COBAYA3 code and assessed by comparison with solutions using classical interface discontinuity factors in the physical space

Signal-to-noise ratio of the MEG signal after preprocessing

Background Magnetoencephalography (MEG) provides a direct measure of brain activity with high combined spatiotemporal resolution. Preprocessing is necessary to reduce contributions from environmental interference and biological noise. New method The effect on the signal-to-noise ratio of different preprocessing techniques is evaluated. The signal-to-noise ratio (SNR) was defined as the ratio between the mean signal amplitude (evoked field) and the standard error of the mean over trials. Results Recordings from 26 subjects obtained during and event-related visual paradigm with an Elekta MEG scanner were employed. Two methods were considered as first-step noise reduction: Signal Space Separation and temporal Signal Space Separation, which decompose the signal into components with origin inside and outside the head. Both algorithm increased the SNR by approximately 100%. Epoch-based methods, aimed at identifying and rejecting epochs containing eye blinks, muscular artifacts and sensor jumps provided an SNR improvement of 5–10%. Decomposition methods evaluated were independent component analysis (ICA) and second-order blind identification (SOBI). The increase in SNR was of about 36% with ICA and 33% with SOBI. Comparison with existing methods No previous systematic evaluation of the effect of the typical preprocessing steps in the SNR of the MEG signal has been performed. Conclusions The application of either SSS or tSSS is mandatory in Elekta systems. No significant differences were found between the two. While epoch-based methods have been routinely applied the less often considered decomposition methods were clearly superior and therefore their use seems advisable.

Structure of intermediate shocks in collisionsless anisotropic Hall-magnetohydrodynamics plasma models

The existence of discontinuities within the double-adiabatic Hall-magnetohydrodynamics (MHD) model is discussed. These solutions are transitional layers where some of the plasma properties change from one equilibrium state to another. Under the assumption of traveling wave solutions with velocity C and propagation angle θ with respect to the ambient magnetic field, the Hall-MHD model reduces to a dynamical system and the waves are heteroclinic orbits joining two different fixed points. The analysis of the fixed points rules out the existence of rotational discontinuities. Simple considerations about the Hamiltonian nature of the system show that, unlike dissipative models, the intermediate shock waves are organized in branches in parameter space, i.e., they occur if a given relationship between θ and C is satisfied. Electron-polarized (ion-polarized) shock waves exhibit, in addition to a reversal of the magnetic field component tangential to the shock front, a maximum (minimum) of the magnetic field amplitude. The jumps of the magnetic field and the relative specific volume between the downstream and the upstream states as a function of the plasma properties are presented. The organization in parameter space of localized structures including in the model the influence of finite Larmor radius is discussed

Business ethics: a way to identify fraud from the basics

When we look to perform a work for developing a framework to create a business and take it correctly, there are always some persons looking as a challenge those bases and finding a mistake. The way to work in these situations is not a matter of law, is a matter of devoting time to identify these situations. It is always said that the evil goes a step ahead. The business ethics have been altered for quite time by some would-be entrepreneurs. These people have learned to play with business ethics to show your business as prosperous as something that is sought to highlight and adulterate their results quickly. Once the company reaches an international dimension, many companies take on global responsibility and, in these cases where you can see if the objective has been to obtain a rapid capital increase or growth is in line with its proportions. A business ethics is based on establishing a strong base so that interest is encouraged from an early time. Good staff, organizational level should be achieved and not only at the company but, out of the company too. Thus, you can create a secure base to convince potential investors and employees about the business. There are no freeways in business ethics and all fast track can be or a genius or leads to failure. We must find where these jumps are occurring, such errors or corrections to business ethics and their rules. Thus we can differentiate a company or an entrepreneur who is working correctly from the cloaking. Starting from the basics of business ethics and studying the different levels from the personal to the prospect that the company shows in the world. Lets see where these changes are occurring and how we can fight against them and anticipate the market to possible cases of fraud or strange movements seeking to attract the unwary

Structures subjected to Human Actions

In this paper we present the tests on a structure designed to be a gymnasium, which has natural frequencies within that range. In these tests the gym slab was instrumented with acceleration sensors and different people jumped on a force plate installed on the floor. The test results have been compared with predictions based on the two existing load modelling alternatives (Sim and SCI Guide) and two new methodologies for modelling jumping loads has been proposed. The results of the force plate trials were analysed in an attempt to better characterize the profile of the jump force and determine how best to approximate it. In the first proposed methodology the study is carried out in the frequency domain using an average power spectral density of the jumps. In the second proposed methodology, the jump force is decomposed into the summation of one peak with a large period and a number of peaks with smaller periods. Utilizing a similar model to that of the Sim model, the approximation will still be comprised of the summation of two quadratic cosine functions.

Aerodynamic loads on bluff bodies under wind gusts

Esta tesis doctoral se ha centrado en el estudio de las cargas aerodinámicas no estacionario en romos cuerpos o no aerodinámicos (bluff bodies). Con este objetivo se han identificado y analizado los siguientes puntos: -Caracterización del flujo medido con diferentes tipos de tubos de Pitot y anemómetro de hilo caliente en condiciones de flujo no estacionario inestable generado por un túnel aerodinamico de ráfagas. -Diseño e integración de los montajes experimentales requeridos para medir las cargas de viento internas y externas que actúan sobre los cuerpos romos en condiciones de flujo de viento con ráfagas. -Implementación de modelos matemáticos semi-empíricos basados en flujo potencial y las teorías fenomenológicas pertinentes para simular los resultados experimentales. -En diversan condiciones de flujo con ráfagas, la identificación y el análisis de la influencia de los parámetros obtenida a partir de los modelos teóricos desarrollados. -Se proponen estimaciones empíricas para averiguar los valores adecuados de los parámetros que influyente, mediante el ajuste de los resultados experimentales y los predichos teóricamente. Los montajes experimentales se has reakizado en un tunel aerodinamico de circuito abierto, provisto de baja velocidad, cámara de ensayes cerrada, un nuevo concepto de mecanismo generador de ráfaga sinusoidal, diseñado y construido en el Instituto de Microgravedad "Ignacio Da Riva" de la Universidad Politécnica de Madrid, (IDR / UPM). La principal característica de este túnel aerodynamico es la capacidad de generar un flujo con un perfil de velocidad uniforme y una fluctuación sinusoidal en el tiempo. Se han realizado pruebas experimentales para estudiar el efecto de los flujos no estacionarios en cuerpos romos situados en el suelo. Se han propuesto dos modelos teóricos para diterminar las cargas de presión externas e internas respectivamente. Con el fin de satisfacer la necesidad de la crea ráfagas de viento sinusoidales para comprobar las predicciones de los modelos teóricos, se han obtenido velocidades de hasta 30 m/s y frecuencias ráfaga de hasta 10 Hz. La sección de la cámara de ensayos es de 0,39 m x 0,54 m, dimensiónes adecuadas para llevar a cabo experimentos con modelos de ensayos. Se muestra que en la gama de parámetros explorados los resultados experimentales están en buen acuerdo con las predicciones de los modelos teóricos. Se han realizado pruebas experimentales para estudiar los efectos del flujo no estacionario, las cuales pueden ayudar a aclarar el fenómeno de las cargas de presión externa sobre los cuerpos romos sometidos a ráfagas de viento: y tambien para determinan las cargas de presión interna, que dependen del tamaño de los orificios de ventilación de la construcción. Por último, se ha analizado la contribución de los términos provenientes del flujo no estacionario, y se han caracterizado o los saltos de presión debido a la pérdida no estacionario de presión a través de los orificios de ventilación. ABSTRACT This Doctoral dissertation has been focused to study the unsteady aerodynamic loads on bluff bodies. To this aim the following points have been identified and analyzed: -Characterization of the flow measured with different types of Pitot tubes and hot wire anemometer at unsteady flow conditions generated by a gust wind tunnel. -Design and integrating of the experimental setups required to measure the internal and external wind loads acting on bluff bodies at gusty wind flow conditions. -Implementation of semi-empirical mathematical models based on potential flow and relevant phenomenological theories to simulate the experimental results.-At various gusty flow conditions, extracting and analyzing the influence of parameters obtained from the developed theoretical models. -Empirical estimations are proposed to find out suitable values of the influencing parameters, by fitting the experimental and theoretically predicted results. The experimental setups are performed in an open circuit, closed test section, low speed wind tunnel, with a new sinusoidal gust generator mechanism concept, designed and built at the Instituto de Microgravedad “Ignacio Da Riva” of the Universidad Politécnica de Madrid, (IDR/UPM). The main characteristic of this wind tunnel is the ability to generate a flow with a uniform velocity profile and a sinusoidal time fluctuation of the speed. Experimental tests have been devoted to study the effect of unsteady flows on bluff bodies lying on the ground. Two theoretical models have been proposed to measure the external and internal pressure loads respectively. In order to meet the need of creating sinusoidal wind gusts to check the theoretical model predictions, the gust wind tunnel maximum flow speed and, gust frequency in the test section have been limited to 30 m/s and 10 Hz, respectively have been obtained. The test section is 0.39 m × 0.54 m, which is suitable to perform experiments with testing models. It is shown that, in the range of parameters explored, the experimental results are in good agreement with the theoretical model predictions. Experimental tests have been performed to study the unsteady flow effects, which can help in clarifying the phenomenon of the external pressure loads on bluff bodies under gusty winds: and also to study internal pressure loads, which depend on the size of the venting holes of the building. Finally, the contribution of the unsteady flow terms in the theoretical model has been analyzed, and the pressure jumps due to the unsteady pressure losses through the venting holes have been characterized.

Construcción de una teoría de "lo grande" : inteligencia acumulativa en la definición de una realidad aumentada

La tesis analiza los antecedentes y el contexto arquitectónico de aquellas obras que se pueden enmarcar dentro del concepto de lo Grande. Arrancando en los movimientos utópicos, megaestructuralistas o radicales de los años sesenta, nos conduce hasta conceptos, proyectos y teorías contemporáneos. Para ello es preciso, definir lo Grande no solo a través de cuestiones dimensionales, sino también de cambio de dimensión espacial y conceptual. Se estudian arquitecturas, que, una vez superado un cierto volumen, magnitud o grado de complejidad, se convierten en un ‘edificio grande’, adquiriendo propiedades de otra naturaleza, generando un cambio o salto entre escalas, o un desplazamiento entre campos, rompiendo los límites habituales de la escala, el tamaño u otras codificaciones con las que se categorizan los proyectos entre la ‘arquitectura’ y la ‘ciudad’. El cuerpo de tesis principal se estructura en dos secciones, ‘Genealogías y asociaciones’ y ‘Desplazamiento de conceptos’, y una Conclusión, que trata de compilar las consideraciones o conclusiones extraídas de lo anterior, construyendo así la propia teoría de lo Grande. Genealogías y asociaciones revisa las formas de conocimiento que contextualizan lo Grande, haciendo un barrido de las estructuras sociales, económicas y políticas, desde una perspectiva y un marco con influencia directa en la arquitectura. Recorre teorías, tesis y proyectos que reflexionan o trabajan en lo Grande y en los límites entre las escalas desde la década de los sesenta hasta hoy día. En ese barrido examina conceptos y condiciones capaces de abrir nuevos paradigmas y escenarios arquitectónicos. El contexto sociocultural que lo enmarca resulta crucial para definir posteriormente conceptos, en un barrido desde la cultura de masas a la sociedad de la información, repasando la influencia y repercusión que ha tenido la tecnología y la globalización en el desarrollo de la arquitectura. Por último, se estudian conceptos entre el espacio y a la política, mediante una análisis que enmarque las posiciones de apoyo, refuerzo o rechazo en la relación de la obra de arquitectura y la naturaleza política que esta adquiere por la mera condición de ser Grande. Desplazamiento de conceptos, ofrece condiciones y ejemplos que permiten definir las ‘propiedades’ de lo Grande, a través de una investigación teórica y analítica de las herramientas y estrategias que operan en estas escalas, para confirmar cómo, desarrollos aparentemente cuantitativos, pueden dar lugar a avances cualitativos o a mutaciones que permitan superar los paradigmas anteriores. El objetivo es la definición del conjunto de instrumentos, estrategias y operaciones que sintetizan los valores de cada concepto, con las que construir una ‘cosmogonía’ sobre el tema, apoyándose para ello en textos de referencia, proyectos paradigmáticos y conceptos derivados de los análisis. Los conceptos a estudio devienen directamente de ciertos atributos y características detectadas en las genealogías de lo Grande. Así, consideramos Grande a aquella arquitectura cuya escala y tamaño ha experimentado lo que definiremos como ‘cambio de dimensiones’, no solo a nivel dimensional, sino también perceptivo, técnico y contextual; su tamaño no solo depende de sus magnitudes sino también de la cantidad de materia que contiene el sistema o que circula por él; que tiene trazas, dotes y propiedades de infraestructura; que está instalada, y por tanto, es reactiva con el medio; por ello, es al mismo tiempo autónoma respecto al todo, aunque relacionada con él; un espacio capaz de aceptar la indeterminación de ciertas partes frente a la especificidad de otras, como forma de admitir la pérdida del control total y el detalle; por tanto, que ha desplazado la planificación y el diseño por la investigación programática y la estrategia operativa. En definitiva una arquitectura que desplaza o muta conceptos, atributos y estrategias de otras disciplinas, de los saltos entre escalas y de los nuevos programas. ABSTRACT The thesis will analyze the architectural background and context of those works which can be framed within the concept of Bigness. From the utopian, megastructuralism and radical movements of the sixties, it will lead to contemporary concepts, projects and theories, and ultimately define a theory of Bigness. It will be necessary to define Bigness or the Large, not only in terms of size, but also considering change in spatial and conceptual dimensions. Its case studies are architectures which, surpassing a certain volume, magnitude or degree of complexity, become a ‘large building’ and acquire characteristics of another nature. This generates a change or ‘leap’ in scale, or a displacement in fields, breaking the conventional limits of scale, size and other codes used to categorise projects within ‘architecture’ or the ‘city’. The main body of the thesis is structured into two sections, Genealogies and Associations and Displacement of Concepts, and the Conclusion, which will compile the considerations and conclusions extracted from the previous parts, building the actual theory of Bigness. The first section, Genealogies and Associations, will review the forms of knowledge which contextualize the Large, covering a spectrum of social, economic and political structures from the framework and perspective of their direct influence on architecture. It will account theories, thesis and projects which reflect or work on Bigness and on the limits between scales from the sixties to today, examining those concepts and conditions which may be useful to unfold new settings and paradigms. As the sociocultural context will also prove crucial in order to later define concepts, a broad sweep will cover from the mass society to the information society, revising the influence and repercussions of technology and globalization on the development of architecture. Lastly, it will study concepts in-between space and politics, by means of a study framing positions of support, assistance or rejection towards the work of architecture, and the political nature the work is given only due to its condition of being Big. The following section, Displacement of Concepts, provides conditions and examples which allow the definition of the ‘characteristics’ of Bigness by means of a theoretical and analytical investigation of the tools and strategies which operate on these scales. This is in order to confirm how apparently quantitative developments can lead to qualitative advances or to mutations that enable the overcoming of previous paradigms. The objective is to define the set of strategies, operations and tools, which synthesize the values of each concept; the grounding for a “cosmogony” of the subject, underpinned by relevant reference texts, paradigmatic projects and concepts stemming from the analyses. The concepts of study arise directly from certain attributes and characteristics detected in Bigness. For this purpose, it is that architecture whose dimensions and size have experienced what we will define as a ‘change of dimensions’, not only of size, but also perceptual, technical and contextual;its size depends not only on its magnitude but also the amount of material that contains or flows through system; which possesses traits, faculties and features of an infrastructure; which is installed, and is therefore reactive with its surroundings; due to this, it will be autonomous with respect to the whole and yet related to it; a space which can accept the undetermined nature of some of its parts as well as the specificity of other parts, acknowledging the loss of total control and detail; and thus, which has displaced planning and design with operational strategies. In conclusion, an architecture that displaces or mutates concepts, attributes and strategies stemming from other disciplines, from the jumps between scales, and from the new programs.