990 resultados para Execution control


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Nos diversos segmentos da Geotecnia e em especial na área de fundações, o engenheiro se depara com uma série de incertezas. Algumas destas incertezas são inerentes à variabilidade local do solo, às condições de carregamento, aos efeitos do tempo, às diferenças nos processos executivos, erros de sondagens, que influenciam diretamente a estimativa da capacidade de carga da fundação, seja por ocasião de seu carregamento estático, seja durante ou logo após a cravação. O objetivo desta dissertação é a adaptação, a estacas em terra (onshore), de um procedimento concebido originalmente para emprego em estacas offshore, que trata da atualização da estimativa da resistência durante a cravação, com base em registros documentados durante a execução. Neste procedimento a atualização é feita através da aplicação dos conceitos da análise Bayesiana, assumindo que os parâmetros da distribuição probabilística utilizada sejam variáveis randômicas. A incerteza dos parâmetros é modelada por distribuições a priori e a posteriori. A distribuição a posteriori é calculada pela atualização da distribuição a priori, utilizando uma função de máxima verossimilhança, que contém a observação obtida dos registros de cravação. O procedimento é aplicado a um conjunto de estacas de um extenso estaqueamento executado na Zona Oeste do Rio de Janeiro. As estimativas atualizadas são posteriormente comparadas aos resultados dos ensaios de carregamento dinâmico. Várias aplicações podem surgir com o emprego deste procedimento, como a seleção das estacas que, por apresentarem reduzido valor de estimativa atualizada de resistência, ou uma maior incerteza desta estimativa, devam ser submetidas a provas de carga. A extensão deste estudo a diferentes tipos de estacas em perfis de solo de natureza distintos poderá levar ao desenvolvimento de sistemas mais adequados de controle de execução, capazes de identificar as principais incertezas presentes nos diferentes tipos de execução de estacas, contribuindo assim para a otimização de futuros projetos de fundações.

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Computer Aided Parallelisation Tools (CAPTools) is a toolkit designed to automate as much as possible of the process of parallelising scalar FORTRAN 77 codes. The toolkit combines a very powerful dependence analysis together with user supplied knowledge to build an extremely comprehensive and accurate dependence graph. The initial version has been targeted at structured mesh computational mechanics codes (eg. heat transfer, Computational Fluid Dynamics (CFD)) and the associated simple mesh decomposition paradigm is utilised in the automatic code partition, execution control mask generation and communication call insertion. In this, the first of a series of papers [1–3] the authors discuss the parallelisations of a number of case study codes showing how the various component tools may be used to develop a highly efficient parallel implementation in a few hours or days. The details of the parallelisation of the TEAMKE1 CFD code are described together with the results of three other numerical codes. The resulting parallel implementations are then tested on workstation clusters using PVM and an i860-based parallel system showing efficiencies well over 80%.

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The availability of a very accurate dependence graph for a scalar code is the basis for the automatic generation of an efficient parallel implementation. The strategy for this task which is encapsulated in a comprehensive data partitioning code generation algorithm is described. This algorithm involves the data partition, calculation of assignment ranges for partitioned arrays, addition of a comprehensive set of execution control masks, altering loop limits, addition and optimisation of communications for all data. In this context, the development and implementation of strategies to merge communications wherever possible has proved an important feature in producing efficient parallel implementations for numerical mesh based codes. The code generation strategies described here are embedded within the Computer Aided Parallelisation tools (CAPTools) software as a key part of a toolkit for automating as much as possible of the parallelisation process for mesh based numerical codes. The algorithms used enables parallelisation of real computational mechanics codes with only minor user interaction and without any prior manual customisation of the serial code to suit the parallelisation tool.

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The Computer Aided Parallelisation Tools (CAPTools) [Ierotheou, C, Johnson SP, Cross M, Leggett PF, Computer aided parallelisation tools (CAPTools)-conceptual overview and performance on the parallelisation of structured mesh codes, Parallel Computing, 1996;22:163±195] is a set of interactive tools aimed to provide automatic parallelisation of serial FORTRAN Computational Mechanics (CM) programs. CAPTools analyses the user's serial code and then through stages of array partitioning, mask and communication calculation, generates parallel SPMD (Single Program Multiple Data) messages passing FORTRAN. The parallel code generated by CAPTools contains calls to a collection of routines that form the CAPTools communications Library (CAPLib). The library provides a portable layer and user friendly abstraction over the underlying parallel environment. CAPLib contains optimised message passing routines for data exchange between parallel processes and other utility routines for parallel execution control, initialisation and debugging. By compiling and linking with different implementations of the library, the user is able to run on many different parallel environments. Even with today's parallel systems the concept of a single version of a parallel application code is more of an aspiration than a reality. However for CM codes the data partitioning SPMD paradigm requires a relatively small set of message-passing communication calls. This set can be implemented as an intermediate `thin layer' library of message-passing calls that enables the parallel code (especially that generated automatically by a parallelisation tool such as CAPTools) to be as generic as possible. CAPLib is just such a `thin layer' message passing library that supports parallel CM codes, by mapping generic calls onto machine specific libraries (such as CRAY SHMEM) and portable general purpose libraries (such as PVM an MPI). This paper describe CAPLib together with its three perceived advantages over other routes: - as a high level abstraction, it is both easy to understand (especially when generated automatically by tools) and to implement by hand, for the CM community (who are not generally parallel computing specialists); - the one parallel version of the application code is truly generic and portable; - the parallel application can readily utilise whatever message passing libraries on a given machine yield optimum performance.

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This paper proposes a hierarchical energy management system for multi-source multi-product (MSMP) microgrids. Traditional energy hub based scheduling method is combined with a hierarchical control structure to incorporate transient characteristics of natural gas flow and dynamics of energy converters in microgrids. The hierarchical EMS includes a supervisory control layer, an optimizing control layer, and an execution control layer. In order to efficiently accommodate the systems multi time-scale characteristics, the optimizing control layer is decomposed into three sub-layers: slow, medium and fast. Thermal, gas and electrical management systems are integrated into the slow, medium, and fast control layer, respectively. Compared with wind energy, solar energy is easier to integrate and more suitable for the microgrid environment, therefore, potential impacts of the hierarchical EMS on MSMP microgrids is investigated based on a building energy system integrating photovoltaic and microturbines. Numerical studies indicate that by using a hierarchical EMS, MSMP microgrids can be economically operated. Also, interactions among thermal, gas, and electrical system can be effectively managed.

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Relatório de Estágio para obtenção do grau de Mestre em Engenharia Civil na Área de Especialização de Edificações

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The present paper conducts an analysis of all steps for the construction of diaphragm walls, from obtaining the soil parameters until its execution. Construction stages of diaphragm wall are detailed. The paper presents a detailed analysis of the main available calculation methods to obtain the soil parameters and the design of the diaphragm wall. A case history extensively documented in previous research and present in international symposiums was chosen for an analysis of construction process and excavation’s instrumentations, as well as emphasizing the importance of temporary works and construction sequence for deep excavation with cast in-situ diaphragm walls. In general, it is possible to conclude the main difficulty and uncertainty of the dimensioning are obtaining the soil parameter for diaphragm wall design. And, it is also possible to conclude the monitoring and execution control are paramount to the success of the diaphragm wall construction

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Seit Jahren werden Diskussionen über Erfolgskontrolle in der kommunalen Wirtschaftsförderung geführt. Im Vordergrund steht dabei die Suche nach Indikatoren und Verfahren, die es den kommunalen Wirtschaftsförderungen ermöglichen sollen, Erfolge zu messen. rnDa die Wirtschaftsförderung zu den freiwilligen Leistungen einer Gemeinde zählt, erhöht sich der Druck der Rechtfertigung gegenüber der Öffentlichkeit oder der Politik, das gilt insbesondere in Zeiten knapper öffentlicher Haushalte. Firmenansiedlungen, eine positive wirtschaftliche Entwicklung oder eine geringe Arbeitslosenquote sind sowohl im öffentlichen Bewusstsein als auch in der Politik wesentliche Kriterien einer erfolgreichen Wirtschaftsförderung. Sich ständig ändernde Rahmenbedingungen im wirtschaftsstrukturellen Gefüge haben dazu geführt, dass diese klassischen Nachweise von Erfolg immer seltener als solche präsentiert werden können. Erfolge sollten dennoch gemessen werden, um Maßnahmen und Instrumente einer kommunalen Wirtschaftsförderung zu überprüfen und gegebenenfalls an die geänderten Bedingungen anzupassen. rnEs ist schon mehr als 30 Jahre her, als in den 1970er Jahren die Suche nach Methoden und Verfahren der Erfolgskontrolle in der öffentlichen Verwaltung begann. Erfolge von kommunaler Wirtschaftsförderung können nicht einfach und ausschließlich an den markantesten wirtschaftlichen Ziffern der Kommune gemessen werden, z. B. der Zahl der sozialversicherungspflichtigen Arbeitsplätze. Seit Jahren wird um einen Lösungsweg bei der Durchführung von Erfolgskontrolle in der kommunalen Wirtschaftsförderung gerungen, abschließend wurde jedoch noch kein vollends befriedigend praktikabler Weg gefunden. Zu hinterfragen ist vor dem Hintergrund, inwiefern die vier Elemente einer Erfolgskontrolle, nämlich die Zielerreichungs-, Vollzugs-, Bedingungs- und Wirkungskontrolle, tatsächlich und hinreichend zum Einsatz kommen können.rnDie vorliegenden empirischen Untersuchungen beleuchten nun das Thema aus Sicht der kommunalen Wirtschaftsförderer und liefern Ergebnisse, die zu einem veränderten Bewusstsein gegenüber der Durchführung von Erfolgskontrolle in der kommunalen Wirtschaftsförderung führen müssten. Unabhängig von der Organisationsform und der Größe einer kommunalen Wirtschaftsförderung lässt sich empirisch nachweisen, dass der Anspruch, den der Begriff der Erfolgskontrolle in seiner gängigen Beschreibung erhebt, nicht hinreichend von einer kommunalen Wirtschaftsförderung erfüllt werden kann. rnMit Hilfe des neu entwickelten Prozesses einer modifizierten Erfolgskontrolle wird in vorliegender Arbeit ein idealtypischer Ablauf für eine kommunale Wirtschaftsförderung dargestellt. Der neue Ansatz einer modifizierten Erfolgskontrolle ist eine konsequente Reduzierung der Anforderungen auf das Praktikable und führt dazu, dass Erfolge der kommunalen Wirtschaftsförderung dargestellt werden können, ohne dass das Verfahren mehr Fragen offen lässt, als es beantwortet. Durch die modifizierte Erfolgskontrolle können die spezifischen Erfolge einer kommunalen Wirtschaftsförderung dargestellt und dokumentiert werden. rnEine modifizierte Erfolgskontrolle kann zweierlei: Sie ist eine Hilfestellung für die politisch Verantwortlichen bei der Erkenntnis, dass eine Notwendigkeit nach konkreten und der Ist-Situation sowie den Randbedingungen angepassten Zielformulierungen besteht. Sie bietet aber auch eine Möglichkeit, dass die kommunalen Wirtschaftsförderungseinrichtungen dem in der öffentlichen Diskussion formulierten Anspruch nach Erfolgskontrolle mit einem hohen Grad an Praktikabilität gerecht werden können. rnBevor also viele kommunale Wirtschaftsförderungen durch die fragwürdige Forderung an eine Erfolgskontrolle aufgrund der zu hohen Anforderungen an Methodik, Zeit und Personal aufgeben, sollte ihnen die Konzentration auf das Praktikable wieder Anreiz sein, eine modifizierte Erfolgskontrolle nach dem neuen Prozessschema in Angriff zu nehmen. rnrn

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La mejora continua debería estar presente siempre en las empresas, dispongan o no de sistemas de gestión. Sin embargo, su aplicación en el sector de la construcción es especialmente difícil debido a las características particulares del mismo. Por este motivo se plantea el objetivo principal de esta Tesis Doctoral: “Establecer una metodología de trabajo que permita a las empresas constructoras implantar proyectos de mejora continua para incrementar la calidad de las viviendas entregadas a los usuarios”. En la investigación llevada a cabo se han inspeccionado 818 viviendas, recogiendo un total de 82.550 incidencias, las cuales se han analizado aplicando cuatro de las siete herramientas estadísticas básicas de la mejora continua (Hoja de recogida de datos, Estratificación, Histograma y Diagrama de Pareto), concluyendo que los tres oficios que concentran el 80% de los defectos, en los que convendría actuar para reducir de manera significativa los fallos de construcción en la fase de pre-entrega, son: Carpintería de Madera, Revestimientos Cerámicos e Instalación de Electricidad. De entre estos tres oficios se ha seleccionado el de Revestimientos Cerámicos para poner en práctica un proyecto de mejora continua. Analizando los datos relativos a este oficio se elabora un listado de 25 defectos tipo en los que se pueden agrupar todas las incidencias detectadas. Aplicando de nuevo las cuatro herramientas básicas de la calidad se destacan los 10 defectos tipo con mayor impacto en volumen de incidencias y en coste de reparación, para focalizar los esfuerzos de mejora. Con esta información se elabora un documento de criterios técnicos para la ejecución de los Revestimientos Cerámicos que se implanta, en parte, en varias obras para tratar de reducir los defectos detectados en las viviendas antes de la entrega a sus propietarios, y se definen unos Índices de Calidad para medir los resultados. Se toman datos de nuevo a 6 y 20 meses desde la implantación del protocolo, se analizan y se calculan los resultados del proyecto de mejora, concluyendo que se está avanzando positivamente. En base a toda la información recogida a lo largo del proceso de la investigación y de la experiencia del proyecto de mejora implantado, se presenta una propuesta de metodología para implementar proyectos de mejora, así como la documentación recomendada para su puesta en práctica, además de la documentación técnica específica para la prevención de los defectos de construcción en Revestimientos Cerámicos incluyendo las fichas de control para la recepción de materiales, control de ejecución y control de recepción del revestimiento terminado. ABSTRACT Continuous improvement should always be a core value in firms of all kinds, whether or not they implement management systems. Nevertheless, its application in the construction sector seems especially difficult due to its inherent intricacies and complexity. The study of this phenomenon is the main aim of the hereby presented PhD dissertation "Establishment of a working methodology that allows construction (related) firms to carry out projects of continuous improvement in order to increase the quality of housing upon delivery to the client". In the present research 818 housing units have been inspected, collecting a total of 82550 incidence entries, which have been analyzed by means of 4 out of the 7 basic statistical tools of continuous improvement: Data collection sheets, stratification, histogram, and Pareto diagram. The data shows that the 3 main trades where special actions should be taken in order to significantly reduce construction defects are: carpentry, ceramic cladding, and electricity systems. These trades combined account for the 80% of the total defects detected during the inspections. Among the mentioned works, ceramic tiling is selected as a continuous improvement case study project. Analysing data relative to this specific trade, a list of 25 defect types is developed. These types gather all detected defects under this group. Further applying the four statistical tools referred to above, the 10 most significant events are highlighted as to clearly determine the improvement measures. These events have the most impact on both volume of defects and reparation costs. This information is then put together in a document of technical criteria for the correct execution of ceramic tiling that is implemented in various ongoing projects under construction as to minimize the defects prior to the final delivery to the client. Also, a series of Quality Index are defined as criteria for execution suitability. 6 to 20 months after the implementation of this control protocol, the same process is repeated with the purpose of comparing results. It is concluded that a positive evolution takes place. Based both on the information collected throughout the research process and the experience of the case study, the dissertation proposes a methodology to successfully implement improvement projects along with reference documentation and specific technical documents for the prevention of construction defects in ceramic tiling, including (i) material reception control sheets, (ii) an execution control sheet, and a sheet relative to the (iii) control of the finished cladding.

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Educational games such as quizzes, quests, puzzles, mazes and logical problems may be modeled as multimedia board games. In the scope of the ADOPTA project1 being under development at the Faculty of Mathematics and Informatics at Sofia University, a formal model for presentation of such educational board games was invented and elaborated. Educational games can be modeled as special board mini-games, with a board of any form and any types of positions. Over defined positions, figures (objects) with certain properties are placed and, next, there are to be defined formal rules for manipulation of these figures and resulted effects. The model has been found to be general enough in order to allow description and execution control of more complex logical problems to be solved by several actions delivered to/by the player according some formal rules and context conditions and, in general, of any learning activities and their workflow. It is used as a base for creation of a software platform providing facilities for easy construction of multimedia board games and their execution. The platform consists of game designer (i.e., a game authoring tool) and game run-time controller communicating each other through game repository. There are created and modeled many examples of educational board games appropriate for didactic purposes, self evaluations, etc., which are supposed to be designed easily by authors with no IT skills and experience. By means of game metadata descriptions, these games are going be included into narrative storyboards and, next, delivered to learners with appropriate profile according their learning style, preferences, etc. Moreover, usage of artificial intelligence agents is planned as well – once as playing virtual opponents of the player or, otherwise, being virtual advisers of the gamer helping him/her in finding the right problem solution within given domain such as discovering a treasure using a location map, finding best tour in a virtual museum, guessing an unknown word in a hangman game, and many others.

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A major and growing problems faced by modern society is the high production of waste and related effects they produce, such as environmental degradation and pollution of various ecosystems, with direct effects on quality of life. The thermal treatment technologies have been widely used in the treatment of these wastes and thermal plasma is gaining importance in processing blanketing. This work is focused on developing an optimized system of supervision and control applied to a processing plant and petrochemical waste effluents using thermal plasma. The system is basically composed of a inductive plasma torch reactors washing system / exhaust gases and RF power used to generate plasma. The process of supervision and control of the plant is of paramount importance in the development of the ultimate goal. For this reason, various subsidies were created in the search for greater efficiency in the process, generating events, graphics / distribution and storage of data for each subsystem of the plant, process execution, control and 3D visualization of each subsystem of the plant between others. A communication platform between the virtual 3D plant architecture and a real control structure (hardware) was created. The goal is to use the concepts of mixed reality and develop strategies for different types of controls that allow manipulating 3D plant without restrictions and schedules, optimize the actual process. Studies have shown that one of the best ways to implement the control of generation inductively coupled plasma techniques is to use intelligent control, both for their efficiency in the results is low for its implementation, without requiring a specific model. The control strategy using Fuzzy Logic (Fuzzy-PI) was developed and implemented, and the results showed satisfactory condition on response time and viability

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En el Ecuador la base legal como la Constitución del 2008 y el Código Orgánico de Organización Territorial, Autonomía y descentralización (COOTAD), establecen la organización político administrativa del territorio en diferentes niveles de gobierno, sean estos regiones, provincias, cantones, parroquias rurales y también de régimen especial, para ello estos niveles adquieren funciones de integridad para realizar legislación, ejecución, fiscalización y de participación ciudadana, en donde se alcanzará y se promoverá el desarrollo sustentable en el marco del plan nacional del buen vivir. Para lograr este legado, los diferentes Gobiernos Autónomos Descentralizados deben elaborar y ejecutar el Plan de Ordenamiento Territorial (POT) y el Plan de Desarrollo y Ordenamiento Territorial (PDOT), de acuerdo a sus competencias de circunscripción territorial. Por competencia exclusiva les corresponde a los gobiernos municipales " formular, aprobar y evaluar los planes, programas y proyectos destinados a la preservación, mantenimiento y difusión del patrimonio arquitectónico, cultural y natural de su circunscripción..... Para el efecto, el patrimonio en referencia será considerado en todas sus expresiones tangibles e intangible...” (COOTAD Art. 144). Lamentablemente la mayoría de estos gobiernos municipales poco o nada han incorporado el patrimonio cultural tangible e intangible en sus fases de análisis de, diagnóstico, propuesta y modelo gestión. Como base fundamental tomaremos la guía metodológica para la elaboración de planes de desarrollo y ordenamiento que presenta la SENPLADES en el año 2014y la propuesta que realiza el Dr. Domingo Gómez Orea en su libro Ordenación Territorial 2da edición, de ahí se propone una alternativa metodológica de articulación del patrimonio cultural y ordenamiento territorial. Y para lograr este objetivo, utilizaremos la información disponible que cuenta el Instituto nacional de Patrimonio Cultural (INPC) en su sistema informatizado que se encuentra en la página Web www.inpc.gob.ec, denominado Sistema de Información Patrimonial Cultural del Ecuador (SIPCE), esta base de información que contiene fichas de inventario en sus diferentes ámbitos culturales como inmuebles, muebles, documentos. Arqueológicos y manifestaciones inmateriales, previamente analizadas y georreferenciadas nos permitirán territorializar en el espacio cantonal y con ello poder realizar un análisis integrado con los otros componentes como es el medio físico, poblacional, económico, núcleos de población etc. Esta nueva metodología permitirá visualizar, conocer, aprender y empodéranos del patrimonio cultural material e inmaterial, con aquellas manifestaciones culturales y tradicionales que existen y se encuentran en vigencia. También poder recuperar y rescatar aquellas que están en peligro de desaparecer, este potencial cultural será una gran posibilidad de generar emprendimientos y desarrollo sustentable. La manera más idónea de concretar y fomentar este desarrollo sustentable en territorio será a través de la formulación de programas, planes y proyectos que deberán plantearse en los planes de ordenamiento territorial y los planes de desarrollo territorial. Finalmente para comprobar esta nueva propuesta metodológica de articulación entre el patrimonio cultural y el ordenamiento territorial, la aplicaremos al cantón Paltas de la provincia de Loja.

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An important question which has to be answered in evaluting the suitability of a microcomputer for a control application is the time it would take to execute the specified control algorithm. In this paper, we present a method of obtaining closed-form formulas to estimate this time. These formulas are applicable to control algorithms in which arithmetic operations and matrix manipulations dominate. The method does not require writing detailed programs for implementing the control algorithm. Using this method, the execution times of a variety of control algorithms on a range of 16-bit mini- and recently announced microcomputers are calculated. The formulas have been verified independently by an analysis program, which computes the execution time bounds of control algorithms coded in Pascal when they are run on a specified micro- or minicomputer.

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Ramakrishnan A, Chokhandre S, Murthy A. Voluntary control of multisaccade gaze shifts during movement preparation and execution. J Neurophysiol 103: 2400-2416, 2010. First published February 17, 2010; doi: 10.1152/jn.00843.2009. Although the nature of gaze control regulating single saccades is relatively well documented, how such control is implemented to regulate multisaccade gaze shifts is not known. We used highly eccentric targets to elicit multisaccade gaze shifts and tested the ability of subjects to control the saccade sequence by presenting a second target on random trials. Their response allowed us to test the nature of control at many levels: before, during, and between saccades. Although the saccade sequence could be inhibited before it began, we observed clear signs of truncation of the first saccade, which confirmed that it could be inhibited in midflight as well. Using a race model that explains the control of single saccades, we estimated that it took about 100 ms to inhibit a planned saccade but took about 150 ms to inhibit a saccade during its execution. Although the time taken to inhibit was different, the high subject-wise correlation suggests a unitary inhibitory control acting at different levels in the oculomotor system. We also frequently observed responses that consisted of hypometric initial saccades, followed by secondary saccades to the initial target. Given the estimates of the inhibitory process provided by the model that also took into account the variances of the processes as well, the secondary saccades (average latency similar to 215 ms) should have been inhibited. Failure to inhibit the secondary saccade suggests that the intersaccadic interval in a multisaccade response is a ballistic stage. Collectively, these data indicate that the oculomotor system can control a response until a very late stage in its execution. However, if the response consists of multiple movements then the preparation of the second movement becomes refractory to new visual input, either because it is part of a preprogrammed sequence or as a consequence of being a corrective response to a motor error.

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This thesis presents DCE, or Dynamic Conditional Execution, as an alternative to reduce the cost of mispredicted branches. The basic idea is to fetch all paths produced by a branch that obey certain restrictions regarding complexity and size. As a result, a smaller number of predictions is performed, and therefore, a lesser number of branches are mispredicted. DCE fetches through selected branches avoiding disruptions in the fetch flow when these branches are fetched. Both paths of selected branches are executed but only the correct path commits. In this thesis we propose an architecture to execute multiple paths of selected branches. Branches are selected based on the size and other conditions. Simple and complex branches can be dynamically predicated without requiring a special instruction set nor special compiler optimizations. Furthermore, a technique to reduce part of the overhead generated by the execution of multiple paths is proposed. The performance achieved reaches levels of up to 12% when comparing a Local predictor used in DCE against a Global predictor used in the reference machine. When both machines use a Local predictor, the speedup is increased by an average of 3-3.5%.