Unidade de interação e controlo para uma cadeira de rodas elétrica automática

Num mundo onde cerca de 1% da população necessita de utilizar uma cadeira de rodas para a sua deslocação, a acessibilidade a este tipo de veículo no exterior ainda encontra-se num estado bastante precário. Falta de rampas nos passeios, buracos, caminhos em declive e determinados obstáculos como carros estacionados por cima do passeio, são alguns de muitos exemplos dos desafios que uma pessoa em cadeira de rodas enfrenta quando tenta deslocar-se no exterior, o que faz com que a autonomia e a segurança na condução de uma cadeira de rodas seja bastante reduzida, sendo por muitas vezes necessário recorrer de forma constante à ajuda de terceiros, que, por consequência, reduz a sua, já limitada, liberdade de locomoção. É com base nestes problemas que o projeto RevoChair surgiu. Este projeto consiste no desenvolvimento de um sistema para cadeira de rodas elétrica que permita ao utilizador movimentar-se no exterior automaticamente, sempre que possível, sem ter de se preocupar com os obstáculos a sua volta. Esta tese incide-se concretamente sobre três dos problemas do desenvolvimento deste projeto, a definição das componentes necessárias para a implementação do sistema, a forma como o utilizador interage com o sistema e a forma como os componentes comunicam entre si, tendo como foco a unidade de interação e a unidade de controlo responsável por gerir a comunicação entre os diversos componentes do sistema.

Determinantes económicos da corrupção na União Europeia dos 15

Projecto «Economics of Corruption in Contemporary Portugal» no Centro de Estudos da População, Economia e Sociedade (CEPESE)

Fractional Order Junctions

Gottfried Leibniz generalized the derivation and integration, extending the operators from integer up to real, or even complex, orders. It is presently recognized that the resulting models capture long term memory effects difficult to describe by classical tools. Leon Chua generalized the set of lumped electrical elements that provide the building blocks in mathematical models. His proposal of the memristor and of higher order elements broadened the scope of variables and relationships embedded in the development of models. This paper follows the two directions and proposes a new logical step, by generalizing the concept of junction. Classical junctions interconnect system elements using simple algebraic restrictions. Nevertheless, this simplistic approach may be misleading in the presence of unexpected dynamical phenomena and requires including additional “parasitic” elements. The novel γ-junction includes, as special cases, the standard series and parallel connections and allows a new degree of freedom when building models. The proposal motivates the search for experimental and real world manifestations of the abstract conjectures.

Discrete fractional order system vibrations

A theory of free vibrations of discrete fractional order (FO) systems with a finite number of degrees of freedom (dof) is developed. A FO system with a finite number of dof is defined by means of three matrices: mass inertia, system rigidity and FO elements. By adopting a matrix formulation, a mathematical description of FO discrete system free vibrations is determined in the form of coupled fractional order differential equations (FODE). The corresponding solutions in analytical form, for the special case of the matrix of FO properties elements, are determined and expressed as a polynomial series along time. For the eigen characteristic numbers, the system eigen main coordinates and the independent eigen FO modes are determined. A generalized function of visoelastic creep FO dissipation of energy and generalized forces of system with no ideal visoelastic creep FO dissipation of energy for generalized coordinates are formulated. Extended Lagrange FODE of second kind, for FO system dynamics, are also introduced. Two examples of FO chain systems are analyzed and the corresponding eigen characteristic numbers determined. It is shown that the oscillatory phenomena of a FO mechanical chain have analogies to electrical FO circuits. A FO electrical resistor is introduced and its constitutive voltage–current is formulated. Also a function of thermal energy FO dissipation of a FO electrical relation is discussed.

Simple Kinematic Design for Evading the Forced Oscillation of a Car-Wheel Suspension System

An adaptive control damping the forced vibration of a car while passing along a bumpy road is investigated. It is based on a simple kinematic description of the desired behavior of the damped system. A modified PID controller containing an approximation of Caputo’s fractional derivative suppresses the high-frequency components related to the bumps and dips, while the low frequency part of passing hills/valleys are strictly traced. Neither a complete dynamic model of the car nor ’a priori’ information on the surface of the road is needed. The adaptive control realizes this kinematic design in spite of the existence of dynamically coupled, excitable internal degrees of freedom. The method is investigated via Scicos-based simulation in the case of a paradigm. It was found that both adaptivity and fractional order derivatives are essential parts of the control that can keep the vibration of the load at bay without directly controlling its motion.

Effective swimmer’s action during the grab start technique

The external forces applied in swimming starts have been often studied, but using direct analysis and simple interpretation data processes. This study aimed to develop a tool for vertical and horizontal force assessment based on the swimmers' propulsive and structural forces (passive forces due to dead weight) applied during the block phase. Four methodological pathways were followed: the experimented fall of a rigid body, the swimmers' inertia effect, the development of a mathematical model to describe the outcome of the rigid body fall and its generalization to include the effects of the inertia, and the experimental swimmers' starting protocol analysed with the inclusion of the developed mathematical tool. The first three methodological steps resulted in the description and computation of the passive force components. At the fourth step, six well-trained swimmers performed three 15 m maximal grab start trials and three-dimensional (3D) kinetic data were obtained using a six degrees of freedom force plate. The passive force contribution to the start performance obtained from the model was subtracted from the experimental force due to the swimmers resulting in the swimmers' active forces. As expected, the swimmers' vertical and horizontal active forces accounted for the maximum variability contribution of the experimental forces. It was found that the active force profile for the vertical and horizontal components resembled one another. These findings should be considered in clarifying the active swimmers' force variability and the respective geometrical profile as indicators to redefine steering strategies.

A simplified four-branch model for the analytical study of the out-of-plane performance of regular stone URM walls

During the last years, several studies have been made aiming to assess the out-of-plane seismic response of unreinforced stone masonry structures. This fact led to the development of a wide variety of models and approaches, ranging from simple kinematic based analytical models up to complex numerical simulations. Nevertheless, for the sake of simplicity, the out-of-plane seismic response of a masonry wall pier may be obtained by means of a simple single-degree-of-freedom system while still providing good results. In fact, despite the assumptions associated with such a simple formulation, it is also true that the epistemic uncertainty inherent with the selection of appropriate input parameters in more complex models may render them truly ineffective. In this framework, this paper focuses on the study of the out-of-plane bending of unreinforced stone masonry walls (cantilevers) by proposing a simplified analytical approach based on the construction of a linearized four-branch model, which is used to characterize the linear and nonlinear response of such structural elements through an overturning moment-rotation relationship. The formulation of the four-branch model is presented and described in detail and the meaningful parameters used for its construction are obtained from a set of experimental laboratory tests performed on six full-scale unreinforced regular sacco stone masonry specimens. Moreover, a parametric analysis aiming to evaluate the effect of these parameters’ variation on the final configuration of the model is presented and critically discussed. Finally, the results obtained from the application of the developed four-branch model on real unreinforced regular sacco stone masonry walls are thoroughly analysed and the main conclusions obtained from its application are summarized.

Educação e formação de Adultos: novas rotas?

Ao longo do projeto encarou-se a Educação e Formação de Adultos como um motor para a liberdade, definida como a autonomia para se procurar e viver um destino. Destino que não é apenas o porto onde atraca o barco à chegada, mas o processo de destinação na rota. Hodiernamente vivemos atracados ao paradigma da Aprendizagem ao Longo da Vida, ancorados a processos económicos e ideológicos que ditam as orientações de atuação do Instituto de Emprego e Formação Profissional na forma com se planeiam e organizam os Cursos de Educação e Formação de Adultos. Traçaram-se as rotas que Portugal percorreu até desenvolver as políticas de Educação e Formação de Adultos atuais. Essas políticas influenciam sobremaneira a organização e planeamento dos Cursos de Educação e Formação de Adultos desenvolvidos pelo Instituto de Emprego e Formação de Vila Real que se vê agrilhoado aos ideais neoliberais, à falta de recursos, de ideais e de esperança. Procurou-se construir um projeto que conceba o planeamento e a organização dos cursos de Educação e Formação de Adultos numa ótica emancipadora da educação enraizada em contextos locais, em que as diretrizes do Estado se constituem como uma moldura mas não se restringem à rigidez do caixilho, assente em lógicas de responsabilidade comunitária em processos relacionais abertos, dialogados e críticos assentes em conteúdos vividos, aprendidos e transformados. Espera-se e deseja-se que aqueles processos comprometam de forma decisiva todos os que se vêem envolvidos neste feixe de relações a partir do qual cada um se forma, e desenvolvendo-se, se envolve na possibilidade de destinar a rota.