4 resultados para Património industrial Arquitectura industrial

em Universidad de Alicante


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Los Sistemas de Información Geográfica nos permiten estudiar la evolución en el tiempo de cualquier fenómeno o hecho físico que se pueda referenciar geográficamente. En el presente trabajo se realiza un estudio, mediante un Sistema de Información Geográfica, del desarrollo industrial de la Ciudad de Alcoy en el P. G. O. U. de 1957. En el tiempo de duración de este plan, que abarca un período de 32 años, con una única revisión en 1982, la ciudad ha sufrido grandes transformaciones económicas, sociales, industriales y urbanísticas. El trabajo pretende, por una parte, elaborar la cartografía de la evolución que ha sufrido la localización de la industria alcoyana y realizar un análisis en el que quede de manifiesto la política industrial llevada a cabo por las Administraciones y las consecuencias que ha tenido para el desarrollo de la ciudad. En segundo lugar, se pretende estudiar las posibilidades de una aplicación GIS como GeoMedia en la realización de dicho estudio, así como analizar el proceso para la realización del trabajo: digitalización de mapas, referenciación geográfica, utilización de mapas digitales, definición de entidades y clases de entidad, bases de datos a utilizar, consultas a realizar etc.

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Different kinds of algorithms can be chosen so as to compute elementary functions. Among all of them, it is worthwhile mentioning the shift-and-add algorithms due to the fact that they have been specifically designed to be very simple and to save computer resources. In fact, almost the only operations usually involved with these methods are additions and shifts, which can be easily and efficiently performed by a digital processor. Shift-and-add algorithms allow fairly good precision with low cost iterations. The most famous algorithm belonging to this type is CORDIC. CORDIC has the capability of approximating a wide variety of functions with only the help of a slight change in their iterations. In this paper, we will analyze the requirements of some engineering and industrial problems in terms of type of operands and functions to approximate. Then, we will propose the application of shift-and-add algorithms based on CORDIC to these problems. We will make a comparison between the different methods applied in terms of the precision of the results and the number of iterations required.

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There is a growing need within the footwear sector to customise the design of the last from which a specific footwear style is to be produced. This customisation is necessary for user comfort and health reasons, as the user needs to wear a suitable shoe. For this purpose, a relationship must be established between the user foot and the last with which the style will be made; up until now, no model has existed that integrates both elements. On the one hand, traditional customised footwear manufacturing techniques are based on purely artisanal procedures which make the process arduous and complex; on the other hand, geometric models proposed by different authors present the impossibility of implementing them in an industrial environment with limited resources for the acquisition of morphometric and structural data for the foot, apart from the fact that they do not prove to be sufficiently accurate given the non-similarity of the foot and last. In this paper, two interrelated geometric models are defined, the first, a bio-deformable foot model and the second, a deformable last model. The experiments completed show the goodness of the model, with it obtaining satisfactory results in terms of comfort, efficiency and precision, which make it viable for use in the sector.

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Binary and ternary combinations of sewage sludge ash (SSA) with marble dust (MD), fly ash (FA) and rice husk ash (RHA) as replacement in Portland cement pastes, were assessed. Several tests were carried out at different curing ages: thermogravimetry, density, water absorption, ultrasonic pulse velocity and mechanical strengths. Pozzolanic effects of the mineral admixtures, densities similar to control sample and improved absorptions when combining waste materials were identified. In general, the compressive strength reaches or exceeds the cement strength class, and blending SSA, FA and RHA (30% cement replacement) increase of strength by 9%, compared to the control sample, was achieved.