4,992 research outputs found

    A knowledge based system for valuing variations in civil engineering works: a user centred approach

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    There has been much evidence that valuing variations in construction projects can lead to conflicts and disputes leading to loss of time, efficiency, and productivity. One of the reasons for these conflicts and disputes concerns the subjectivity of the project stakeholders involved in the process. One way to minimise this is to capture and collate the knowledge and perceptions of the different parties involved in order to develop a robust mechanism for valuing variations. Focusing on the development of such a mechanism, the development of a Knowledge Based System (KBS) for valuing variations in civil engineering work is described. Evaluation of the KBS involved demonstration to practitioners in the construction industry to support the contents of the knowledge base and perceived usability and acceptance of the system. Results support the novelty, contents, usability, and acceptance of the system, and also identify further potential developments of the KBS

    A First Derivative Potts Model for Segmentation and Denoising Using ILP

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    Unsupervised image segmentation and denoising are two fundamental tasks in image processing. Usually, graph based models such as multicut are used for segmentation and variational models are employed for denoising. Our approach addresses both problems at the same time. We propose a novel ILP formulation of the first derivative Potts model with the â„“1\ell_1 data term, where binary variables are introduced to deal with the â„“0\ell_0 norm of the regularization term. The ILP is then solved by a standard off-the-shelf MIP solver. Numerical experiments are compared with the multicut problem.Comment: 6 pages, 2 figures. To appear at Proceedings of International Conference on Operations Research 2017, Berli

    Modelos elasto-plásticos de estado crítico para análisis numéricos de problemas geotécnicos. I- Formulación básica y principales modificaciones

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    Los modelos de estado crítico han tenido una importancia capital en la aplicación de la elastoplasticidad a la caracterización del comportamiento mecánico de materiales geotécnicos. En esta serie de dos artículos se revisa el estado actual de desarrollo de estos modelos y su aplicación a análisis numéricos de problemas geotécnicos. El primer artículo se inicia con una breve nota sobre el desarrollo histórico de los modelos pasando a continuación a describir, de forma resumida, la formulación básica y sus principales consecuencias. El artículo se completa con una descripción y breve discusión de las principales modificaciones propuestas a la formulación básica, en especial aquellas más frecuentemente utilizadas en análisis numéricos. Los temas seleccionados para ser objeto de una atención especial son: superficie de fluencia en el lado supercrítico, superficie de fluencia para suelos consolidados sin deformación lateral, componente elástica del modelo, comportamiento plástico en el interior de la superficie de fluencia principal y formulación en el plano desviador. El segundo artículo de la serie tratará de la implementación numérica de estos modelos y ofrecerá ejemplos de aplicación.Peer Reviewe

    Application of exchange Monte Carlo method to ordering dynamics

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    We apply the exchange Monte Carlo method to the ordering dynamics of the three-state Potts model with the conserved order parameter. Even for the deeply quenched case to low temperatures, we have observed a rapid domain growth; we have proved the efficiency of the exchange Monte Carlo method for the ordering process. The late-stage growth law has been found to be R(t)∼t1/3R(t) \sim t^{1/3} for the case of conserved order parameter of three-component system.Comment: 7 pages including 5 eps figures, to appear in New J. Phys. http://www.njp.or
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