34 resultados para Open Source (OS)
Resumo:
Nowadays, participatory processes attending the need for real democracy and transparency in governments and collectives are more needed than ever. Immediate participation through channels like social networks enable people to give their opinion and become pro-active citizens, seeking applications to interact with each other. The application described in this dissertation is a hybrid channel of communication of questions, petitions and participatory processes based on Public Participation Geographic Information System (PPGIS), Participation Geographic Information System (PGIS) and ‘soft’ (subjective data) Geographic Information System (SoftGIS) methodologies. To achieve a new approach to an application, its entire design is focused on the spatial component related with user interests. The spatial component is treated as main feature of the system to develop all others depending on it, enabling new features never seen before in social actions (questions, petitions and participatory processes). Results prove that it is possible to develop a working application mainly using open source software, with the possibility of spatial and subject filtering, visualizing and free download of actions within application. The resulting application empowers society by releasing soft data and defines a new breaking approach, unseen so far.
Resumo:
Stratigraphic Columns (SC) are the most useful and common ways to represent the eld descriptions (e.g., grain size, thickness of rock packages, and fossil and lithological components) of rock sequences and well logs. In these representations the width of SC vary according to the grain size (i.e., the wider the strata, the coarser the rocks (Miall 1990; Tucker 2011)), and the thickness of each layer is represented at the vertical axis of the diagram. Typically these representations are drawn 'manually' using vector graphic editors (e.g., Adobe Illustrator®, CorelDRAW®, Inskape). Nowadays there are various software which automatically plot SCs, but there are not versatile open-source tools and it is very di cult to both store and analyse stratigraphic information. This document presents Stratigraphic Data Analysis in R (SDAR), an analytical package1 designed for both plotting and facilitate the analysis of Stratigraphic Data in R (R Core Team 2014). SDAR, uses simple stratigraphic data and takes advantage of the exible plotting tools available in R to produce detailed SCs. The main bene ts of SDAR are: (i) used to generate accurate and complete SC plot including multiple features (e.g., sedimentary structures, samples, fossil content, color, structural data, contacts between beds), (ii) developed in a free software environment for statistical computing and graphics, (iii) run on a wide variety of platforms (i.e., UNIX, Windows, and MacOS), (iv) both plotting and analysing functions can be executed directly on R's command-line interface (CLI), consequently this feature enables users to integrate SDAR's functions with several others add-on packages available for R from The Comprehensive R Archive Network (CRAN).
Resumo:
Os Sistemas de Informação Geográfica detêm um papel de crescente importância para a tomada de decisão ao nível do ordenamento do território, conforme o que a própria legislação evidencia. Existe uma carência de uniformização da informação para que possa existir um cruzamento eficiente e uma disponibilização mais facilitada à população e às diversas entidades. As instituições públicas, como é o caso do Instituto de Conservação e Florestas (ICNF I.P.), reconhecem esta necessidade, pelo que se propôs uma série de tarefas, para a concretização deste estágio, no sentido de a colmatar. Este instituto detém um papel de especial relevo na conservação do património natural assim como no ordenamento das áreas protegidas para que se possa usufruir das mesmas, sob um ponto de vista cada vez mais ecológico e promotor de desenvolvimento sustentável. A elaboração de um instrumento de gestão territorial, como se pode classificar a Carta de Desporto de Natureza (CDN), acarreta grande responsabilidade e exige um forte empenho, não apenas no envolvimento da população e das entidades que dele fruirão, mas no cumprimento da legislação existente quer para as atividades quer para o próprio território, no sentido da sua proteção, preservação e promoção de usos adequados. Neste trabalho procurou-se cumprir todas estas disposições sempre com o objetivo de, ao se construir normas de uniformização e ao se elaborar um exemplo de CDN para um território com tanto valor como é a Reserva Natural do Estuário do Tejo, tornar acessível a informação sobre esta área protegida. A intensão é também promover a motivação para a prática de um desporto natureza, saudável e em equilíbrio com o ambiente. O desafio não se ficou por aqui, havendo também a procura de utilização de Free Open Source Software, para que o processo de utilização e disponibilização informação SIG seja cada vez mais acessível e direta.
Resumo:
The theme of this dissertation is the finite element method applied to mechanical structures. A new finite element program is developed that, besides executing different types of structural analysis, also allows the calculation of the derivatives of structural performances using the continuum method of design sensitivities analysis, with the purpose of allowing, in combination with the mathematical programming algorithms found in the commercial software MATLAB, to solve structural optimization problems. The program is called EFFECT – Efficient Finite Element Code. The object-oriented programming paradigm and specifically the C ++ programming language are used for program development. The main objective of this dissertation is to design EFFECT so that it can constitute, in this stage of development, the foundation for a program with analysis capacities similar to other open source finite element programs. In this first stage, 6 elements are implemented for linear analysis: 2-dimensional truss (Truss2D), 3-dimensional truss (Truss3D), 2-dimensional beam (Beam2D), 3-dimensional beam (Beam3D), triangular shell element (Shell3Node) and quadrilateral shell element (Shell4Node). The shell elements combine two distinct elements, one for simulating the membrane behavior and the other to simulate the plate bending behavior. The non-linear analysis capability is also developed, combining the corotational formulation with the Newton-Raphson iterative method, but at this stage is only avaiable to solve problems modeled with Beam2D elements subject to large displacements and rotations, called nonlinear geometric problems. The design sensitivity analysis capability is implemented in two elements, Truss2D and Beam2D, where are included the procedures and the analytic expressions for calculating derivatives of displacements, stress and volume performances with respect to 5 different design variables types. Finally, a set of test examples were created to validate the accuracy and consistency of the result obtained from EFFECT, by comparing them with results published in the literature or obtained with the ANSYS commercial finite element code.