In situ measured cross section geometry of old timber structures and its influence on structural safety

Old timber structures may show significant variation in the cross section geometry along the same element, as a result of both construction methods and deterioration. As consequence, the definition of the geometric parameters in situ may be both time consuming and costly. This work presents the results of inspections carried out in different timber structures. Based on the obtained results, different simplified geometric models are proposed in order to efficiently model the geometry variations found. Probabilistic modelling techniques are also used to define safety parameters of existing timber structures, when subjected to dead and live loads, namely self-weight and wind actions. The parameters of the models have been defined as probabilistic variables, and safety of a selected case study was assessed using the Monte Carlo simulation technique. Assuming a target reliability index, a model was defined for both the residual cross section and the time dependent deterioration evolution. As a consequence, it was possible to compute probabilities of failure and reliability indices, as well as, time evolution deterioration curves for this structure. The results obtained provide a proposal for definition of the cross section geometric parameters of existing timber structures with different levels of decay, using a simplified probabilistic geometry model and considering a remaining capacity factor for the decayed areas. This model can be used for assessing the safety of the structure at present and for predicting future performance.

Reliability analysis of a timber truss system subjected to decay

Assessing the safety of existing timber structures is of paramount importance for taking reliable decisions on repair actions and their extent. The results obtained through semi-probabilistic methods are unrealistic, as the partial safety factors present in codes are calibrated considering the uncertainty present in new structures. In order to overcome these limitations, and also to include the effects of decay in the safety analysis, probabilistic methods, based on Monte-Carlo simulation are applied here to assess the safety of existing timber structures. In particular, the impact of decay on structural safety is analyzed and discussed, using a simple structural model, similar to that used for current semi-probabilistic analysis.

Projeto e desenvolvimento de células robotizadas para soldadura e cladding

A utilização de equipamentos robóticos para o processo de soldadura por arco elétrico teve um forte crescimento nas décadas de 80 e 90, altura em que o custo e fiabilidade da tecnologia passou a permitir a integração de robôs em linhas de produção ou em células de fabrico. Depressa cresceram as exigências de uma produção com qualidade repetitiva e facilmente ajustável, e as restrições ao uso de processos manuais ou de tecnologias com pouca flexibilidade. Desde o início do século XXI que a renovação de uma estação de fabrico de peças soldadas para produção em série, especialmente no setor automóvel, parece forçada à integração de robôs industriais, que assim se tornaram símbolos de produtividade. A KAMAZ encontra-se atualmente a renovar alguns dos seus processos de fabrico, incluindo as áreas de soldadura por arco ou cladding. Esta Dissertação aborda o trabalho elaborado, depois de contratualizada com a ABB Rússia a instalação de novas células de fabrico robotizado nesta empresa. Este projeto tem início com o levantamento das necessidades, a verificação do processo existente, e a procura da solução tecnológica que se adapte a essas condições e cumpra os requisitos acordados. São realizadas modelações e simulações off-line em 3D, usando o software RobotStudio da ABB, que permitiram testar cada solução e analisar a sua adequação e viabilidade. Para maior garantia de se obter a qualidade esperada na fusão e deposição do material por processo com arco elétrico revestido a gás, foram realizados testes reais utilizando equipamento robótico em condições baseadas nos testes feitos no ambiente virtual. Por último, são ajustadas as localizações dos postos de trabalho ao layout existente e é feito o balanceamento do tempo de operação manual com o tempo do processo robotizado. Este projeto de Tese termina com a aceitação do cliente para a solução encontrada e para os resultados dos testes reais de ambos os processos.

Heat recovery from wastewater: numerical modelling of sewer systems

Dissertação para obtenção do Grau de Mestre em Engenharia do Ambiente, perfil Engenharia Sanitária

Aircraft Engines Maintenance Costs and Reliability: An Appraisal of the Decision Process to Remove an Engine for a Shop Visit Aiming at Minimum Maintenance Unit Cost

Dissertação apresentada como requisito parcial para obtenção do grau de Mestre em Estatística e Gestão de Informação.

Modelling HIV/AIDS length of stay in Portugal

Tese apresentada como requisito parcial para obtenção do grau de Doutor em Estatística e Gestão de Informação pelo Instituto Superior de Estatística e Gestão de Informação da Universidade Nova de Lisboa

Modelling resilience in supply chain

Dissertação para obtenção do Grau de Doutor em Engenharia Industrial

3D GIS modelling using ESRI's CityEngine: a case study from the University Jaume I in Castellon de la Plana Spain

Dissertation submitted in partial fulfillment of the requirements for the Degree of Master of Science in Geospatial Technologies.

Virtual Campus for the University of Jaume I, Castelló, Spain: 3D Modelling of the Campus Buildings using CityEngine

Dissertation submitted in partial fulfillment of the requirements for the Degree of Master of Science in Geospatial Technologies.

An application of reliability-based robustness assessment of steel moment resisting frame structures under post-mainshock cascading events

The paper presented herein proposes a reliability-based framework for quantifying the structural robustness considering the occurrence of a major earthquake (mainshock) and subsequent cascading hazard events, such as aftershocks that are triggered by the mainshock. These events can significantly increase the probability of failure of buildings, especially for structures that are damaged during the mainshock. The application of the proposed framework is exemplified through three numerical case studies. The case studies correspond to three SAC steel moment frame buildings of 3-, 9-, and 20- stories, which were designed to pre-Northridge codes and standards. Twodimensional nonlinear finite element models of the buildings are developed using the Open System for Earthquake Engineering Simulation framework (OpenSees), using a finite-length plastic hinge beam model and a bilinear constitutive law with deterioration, and are subjected to multiple mainshock-aftershock seismic sequences. For the three buildings analyzed herein, it is shown that the structural reliability under a single seismic event can be significantly different from that under a sequence of seismic events. The reliability-based robustness indicator used shows that the structural robustness is influenced by the extent by which a structure can distribute damage.

Modelling and Forecasting Mortality Patterns

Thesis submitted in partial fulfillment of the requirements for the Degree of Doctor of Statistics and Information Management

Modelling lean and green supply chain

Dissertação para obtenção do Grau de Doutor em Engenharia Industrial

Predisposition assessment modelling

Dissertation submitted for obtaining the degree of Master in Environmental Engineering

Understanding the microbial ecology and ecophysiology of enhanced biological phosphorus removal processes through metabolic modelling and experimental studies

Dissertation to obtain the degree of Master in Chemical and Biochemical Engineering

Monitoring and modelling of membrane bioreactors for wastewater treatment incorporating 2D fluorescence spectroscopy

Dissertação para obtenção do Grau de Doutor em Engenharia Química e Bioquímica, Especialidade em Engenharia Bioquímica