Zero-Time Kidney Histology Predicts Early Graft Function

Our purposes are to determine the impact of histological factors observed in zero-time biopsies on early post transplant kidney allograft function. We specifically want to compare the semi-quantitative Banff Classification of zero time biopsies with quantification of % cortical area fibrosis. Sixty three zero-time deceased donor allograft biopsies were retrospectively semiquantitatively scored using Banff classification. By adding the individual chronic parameters a Banff Chronic Sum (BCS) Score was generated. Percentage of cortical area Picro Sirius Red (%PSR) staining was assessed and calculated with a computer program. A negative linear regression between %PSR/ GFR at 3 year post-transplantation was established (Y=62.08 +-4.6412X; p=0.022). A significant negative correlation between arteriolar hyalinosis (rho=-0.375; p=0.005), chronic interstitial (rho=0.296; p=0.02) , chronic tubular ( rho=0.276; p=0.04) , chronic vascular (rho= -0.360;P=0.007), BCS (rho=-0.413; p=0.002) and GFR at 3 years were found. However, no correlation was found between % PSR, Ci, Ct or BCS. In multivariate linear regression the negative predictive factors of 3 years GFR were: BCS in histological model; donor kidney age, recipient age and black race in clinical model. The BCS seems a good and easy to perform tool, available to every pathologist, with significant predictive short-term value. The %PSR predicts short term kidney function in univariate study and involves extra-routine and expensive-time work. We think that %PSR must be regarded as a research instrument.

Viabilidade Técnica e Económica das Diferentes Tecnologias de Microprodução

Sabendo que as energias de origem fóssil não são inesgotáveis e que afetam a qualidade do ambiente, nos últimos anos, o interesse pelas energias renováveis mereceu a atenção de ambientalistas e de governantes. Para diminuir a importação de energia, o próprio governo de Portugal incentivou, através de medidas legislativas diversas, a instalação de sistemas alternativos de produção elétrica. Face à pertinência desta matéria, a dissertação, Viabilidade Técnica e Económica das Diferentes Tecnologias de Microprodução, aborda o aproveitamento de energias renováveis através de tecnologias de Microprodução ligadas à rede elétrica. Nesta dissertação, numa primeira fase, apresentam-se os sistemas de microprodução existentes no mercado, descrevem-se os componentes que os constituem e destacam-se os aspetos legislativos aplicáveis. Numa segunda fase, com o objetivo de suportar a elaboração de uma ferramenta informática para apoio na escolha de equipamentos de microprodução, procede-se à análise financeira de tecnologias de microprodução, indicando os modelos matemáticos necessários. Um dos objetivos da dissertação, consiste na construção de uma ferramenta informática de cálculo e na sua aplicação a dois estudos de caso. Esse programa informático foi elaborado em Excel e é capaz de fornecer uma estimativa da produção de energia anual e da avaliação da viabilidade técnico-económica de cada tecnologia e pretende apoiar a decisão do investidor em tecnologias de microprodução. Tendo sido realizados dois estudos de caso - um edifício habitacional unifamiliar e um edifício Industrial – foi possível verificar o funcionamento da aplicação e a sua utilidade na determinação da solução mais vantajosa na escolha de uma tecnologia de microprodução, uma vez que, introduzidos os dados adequados, são gerados os cálculos que permitem fornecer uma visão de conjunto, possibilitando a comparação das diferentes propostas.

Verification of analog circuits in power-down mode

Dissertação para obtenção do Grau de Mestre em Engenharia Eletrotécnica e Computadores

Recycled steel fibre reinforced concrete failing in bending and in shear

Recent research is showing that the addition of Recycled Steel Fibres (RSF) from wasted tyres can decrease significantly the brittle behaviour of cement based materials, by improving its toughness and post-cracking resistance. In this sense, Recycled Steel Fibre Reinforced Concrete (RSFRC) seems to have the potential to constitute a sustainable material for structural and non-structural applications. To assess this potential, experimental and numerical research was performed on the use of RSFRC in elements failing in bending and in beams failing in shear. The values of the fracture mode I parameters of the developed RSFRC were determined by performing inverse analysis with test results obtained in three point notched beam bending tests. To assess the possibility of using RSF as shear reinforcement in Reinforced Concrete (RC) beams, three point bending tests were executed with three series of RSFRC beams flexurally reinforced with a relatively high reinforcement ratio of longitudinal steel bars in order to assure shear failure for all the tested beams. By performing material nonlinear simulations with a computer program based on the finite element method (FEM), the applicability of the fracture mode I crack constitutive law derived from the inverse analysis is assessed for the prediction of the behaviour of these beams. The performance of the formulation proposed by RILEM TC 162 TDF and CEB-FIP 2010 for the prediction of the shear resistance of fibre reinforced concrete elements was also evaluated.

Shear strengthening of damaged reinforced concrete beams with hybrid composite plates

This paper aims to evaluate experimentally the potentialities of Hybrid Composite Plates (HCPs) technique for the shear strengthening of reinforced concrete (RC) beams that were previously subjected to intense damage in shear. HCP is a thin plate of Strain Hardening Cementitious Composite (SHCC) reinforced with Carbon Fiber Reinforced Polymer (CFRP) laminates. For this purpose, an experimental program composed of two series of beams (rectangular and T cross section) was executed to assess the strengthening efficiency of this technique. In the first step of this experimental program, the control beams, without steel stirrups, were loaded up to their shear failure, and fully unloaded. Then, these pre-damaged beams were shear strengthened by applying HCPs to their lateral faces by using a combination of epoxy adhesive and mechanical anchors. The bolts were applied with a certain torque in order to increase the concrete confinement. The obtained results showed that the increase of load carrying capacity of the damaged strengthened beams when HCPs were applied with epoxy adhesive and mechanical anchors was 2 and 2.5 times of the load carrying capacity of the corresponding reference beams (without HCPs) for the rectangular and T cross section beam series, respectively. To further explore the potentialities of the HCPs technique for the shear strengthening, the experimental tests were simulated using an advanced numerical model by a FEM-based computer program. After demonstration the good predictive performance of the numerical model, a parametric study was executed to highlight the influence of SHCC as an alternative for mortar, as well as the influence of torque level applied to the mechanical anchors, on the load carrying capacity of beams strengthened with the proposed technique.

Plastic-damage smeared crack model to simulate the behaviour of structures made by cement based materials

This work proposes a constitutive model to simulate nonlinear behaviour of cement based materials subjected to different loading paths. The model incorporates a multidirectional fixed smeared crack approach to simulate crack initiation and propagation, whereas the inelastic behaviour of material between cracks is treated by a numerical strategy that combines plasticity and damage theories. For capturing more realistically the shear stress transfer between the crack surfaces, a softening diagram is assumed for modelling the crack shear stress versus crack shear strain. The plastic damage model is based on the yield function, flow rule and evolution law for hardening variable, and includes an explicit isotropic damage law to simulate the stiffness degradation and the softening behaviour of cement based materials in compression. This model was implemented into the FEMIX computer program, and experimental tests at material scale were simulated to appraise the predictive performance of this constitutive model. The applicability of the model for simulating the behaviour of reinforced concrete shear wall panels submitted to biaxial loading conditions, and RC beams failing in shear is investigated.

Shear strengthening of reinforced concrete beams with SHCC-FRP panels

Tese de Doutoramento em Engenharia Civil

An objective anisotropic elastic plastic model and Algorithm applicable to bone mechanics

The implicit projection algorithm of isotropic plasticity is extended to an objective anisotropic elastic perfectly plastic model. The recursion formula developed to project the trial stress on the yield surface, is applicable to any non linear elastic law and any plastic yield function.A curvilinear transverse isotropic model based on a quadratic elastic potential and on Hill's quadratic yield criterion is then developed and implemented in a computer program for bone mechanics perspectives. The paper concludes with a numerical study of a schematic bone-prosthesis system to illustrate the potential of the model.

Juguem amb la Wii!: telemesura d'acceleracions en 3D : desenvolupament d'un projecte informàtic de codi lliure

Treball de recerca realitzat per un alumne d'ensenyament secundari i guardonat amb un Premi CIRIT per fomentar l'esperit científic del Jovent l'any 2009. Aquest treball de recerca és un projecte sobre el disseny i la creació d’un programa informàtic de codi obert amb l’objectiu de mesurar acceleracions en tres dimensions utilitzant el comandament de la wii, també conegut com a wiimote. Per tant, s'ha creat un programa que es connecta amb el wiimote, en rep les dades, les guarda i les representa per analitzar posteriorment diversos tipus de moviments i les seves acceleracions. Per tal de fer això es va aprofitar una biblioteca de funcions de codi obert ja existent que aporta les funcions principals per a la comunicació i control del comandament. El codi obert és un concepte que s’utilitza per als projectes informàtics, el codi dels quals està a la disposició de qui el necessiti. La biblioteca utilitzada està escrita en llenguatge C i per a plataforma Linux, i per tal d’aprofitar-la es va haver d’aprendre a utilitzar tant el llenguatge com la plataforma ja que no s'hi havia treballat mai abans. Gràcies a aquest projecte s'ha tingut la possibilitat de veure el funcionament d’algunes tecnologies alternatives i veure’n els avantatges sobre les convencionals o propietàries. Així doncs, des del punt de vista de l'autor, ha estat útil i enriquidor el fet de realitzar-lo.

Gestiód'events : rumbo

L'objectiu principal del projecte de final de carrerà és aprendre i entendre com es desenvolupen i mantenen aplicacions en tecnologia J2EE. Ja que és una tecnologia que esta molt de moda i que utilitza la gran part del mercat de desenvolupament de programari. L'altre objectiu era desenvolupar una aplicació de gestió d'esdeveniments que permetes els usuaris enregistrarse els esdeviments i les empreses oferir i controlar l'assistència d'aquests esdeveniments.

Gesevent. Gestió d'events. Desenvolupament d'aplicacions amb tecnologies J2EE.

Treball de final de carrera on s'explica com s'ha realitzat el desenvolupament d'una aplicació de gestió d'events utilitzant la plataforma J2EE: Struts2, EJB.

Intranet clinica

Intranet clinica para la historia electronica de pacientes.

J2EE: Botiga virtual

Aquest Treball de Final de Carrera conté el projecte de creació i desenvolupament d'una botiga virtual de venda de llibres, pel·lícules, música i videojocs.

Aplicació gestió : GCANEC

Aplicació de gestió per al manteniment dels paquets de software distribuïts als usuaris de l'Ajuntament de Barcelona. El treball consisteix en el disseny i anàlisi de la base de dades, juntament amb el desenvolupament de l'aplicació.

Disseny i implementació d'un marc de treball de presentació per a aplicacions J2EE

Construcció d'un marc de treball per a implementar el patró de disseny model-vista-controlador en aplicacions J2EE.