Degradação da madeira por caruncho em edifícios antigos: uma análise experimental

O presente trabalho apresenta um estudo laboratorial que teve como finalidade o reconhecimento de perda de propriedades da madeira de edifícios antigos quando degradada por carunchos. Foi estudada madeira antiga de pinho e de choupo, com idades compreendidas entre 100 e 200 anos. Como abordagem inicial são apresentadas as características da madeira e dos edifícios pombalinos e gaioleiros onde esta era bastante usada, não só como elemento deacabamento, mas principalmente como elemento estrutural. São apresentados os vários fatores que levam à degradação da madeira assim como alguns métodos de avaliação e diagnóstico dos estados de conservação dos elementos de madeira que se encontram nos edifícios. É também desenvolvido um estudo sobre o caruncho grande e caruncho pequeno, seu ciclo de vida e forma como degrada a madeira, servindo de base ao estudo laboratorial. No desenvolvimento foi avaliado o estado de degradação de provetes de madeira antiga com 30 x 30 x 90 mm e de seguida correlacionado com a sua resistência à compressão, o seu módulo de elasticidade e a extensão em fase plástica. Desta forma pretende-se estudar o modo como os diferentes estados de degradação por caruncho influenciam as caraterísticas mecânicas das peças de madeira.

Via Balastrada versus via não balastrada

Trabalho Final de Mestrado para a obtenção do grau de Mestre em Engenharia Civil, na Área de Especialização de Vias de Comunicação e Transportes

Diagnóstico e avaliação da segurança de estruturas de madeira existentes

A utilização da madeira enquanto material estrutural é um aspeto abordado com algum receio ou até desconhecimento por parte dos elementos intervenientes no processo de construção civil, sendo ainda uma área pouco lecionada e muitas vezes excluída dos planos curriculares em Engenharia Civil. Assim sendo é importante o surgimento de trabalhos relacionados com esta matéria, relembrando ao sector da construção civil e ao ramo de estudo relacionado, que a madeira já teve e possivelmente voltará a ter um papel importante a desempenhar na área da construção. Um dos aspetos evidenciados nos estudos realizados consiste na importância da reabilitação de edifícios e do seu papel cada vez mais determinante na sociedade. Esta metodologia de intervenção apresenta-se muitas vezes como uma vantagem económica assim como contribui para a preservação do património arquitetónico e cultural, cujo valor histórico é incalculável. A importância da reabilitação de edifícios habitacionais nas zonas históricas, bem como de monumentos de grande importância cultural apresenta-se cada vez mais como um desafio devido à falta de conservação dos mesmos ao longo da sua vida útil, e da necessidade de preservar a identidade do local, beneficiando assim a qualidade do tecido urbano. Assim sendo, este trabalho apresenta um levantamento dos danos possíveis de ocorrer em elementos de madeira, dando especial destaque aos agentes patológicos e às consequências da sua atividade na madeira assim como às metodologias de inspeção e diagnóstico que poderão ser aplicadas em estruturas de madeira existentes, favorecendo assim a vertente da reabilitação ao invés da demolição. Estas metodologias recorrem a ensaios não destrutivos, como é exemplo o Pilodyn, o Resistógrafo, o Ultra-sons, etc., referindo também o recurso a ensaios destrutivos, cuja utilização terá de ser uma questão muito bem ponderada devido às consequências que implica. Por fim, apresenta-se um caso real de estudo em que se analisa um pavimento em madeira através da aplicação de metodologias de ensaio não destrutivas e destrutivas a amostras recolhidas. O objetivo será determinar o estado de conservação da madeira e algumas características físicas tais como a sua densidade e os módulos de elasticidade, sendo posteriormente efetuada uma análise estrutural. Os resultados obtidos permitem efetuar uma avaliação qualitativa do estado geral do pavimento sendo as principais conclusões que o pavimento se encontra atacado por parte de insetos xilófagos e apresenta problemas a nível de verificação a estados limite de utilização, deformação e vibração, fator que condiciona a possível utilização do pavimento.

Pontes pedonais em madeira lamelada colada:caracterização, dimensionamento, patologia e conservação

Trabalho Final de Mestrado para obtenção do grau de Mestre em Engenharia Civil na Área de Especialização de Edificações

Patologias na Superestrutura da Ferrovia Balastrada

Nesta dissertação de Mestrado, pretende-se contribuir para o conhecimento no âmbito das patologias da ferrovia, nomeadamente no que se refere a patologias em carril, balastro, travessas e elementos de fixação, tendo sido coletado neste trabalho as mais variadas patologias da ferrovia balastrada bem como a sua catalogação socioeconómica, permitindo com essa enumeração tomadas de decisão coerentes e assertivas no que respeita a recomendações a efetuar tanto como diagnostico como para manutenção. O trabalho inicia-se por uma introdução relativa ao aparecimento da ferrovia num contexto internacional, particularizando posteriormente o caso de Portugal até ao estado da arte atual, com um pequeno desenvolvimento a nível socie-económico com as grandes obras e projetos para os próximos anos. Para além da síntese de conhecimentos referida, apresentou-se um pouco da atualidade ferroviária de alguns países com relevância, quer por associação fronteiriça quer por desenvolvimento tecnológico. Apresenta-se brevemente os componentes mais importantes da ferrovia balastrada com especial destaque para os elementos da superestrutura de via, nos quais se engloba o carril, as travessas, os elementos de fixação e o balastro. Por fim esta dissertação apresenta um trabalho exaustivo na recolha e investigação das várias patologias associadas ao carril, as travessas, aos elementos de fixação e ao balastro, bem como o sistema de código, recomendações e correções associadas, fornecendo assim uma fácil interpretação do tipo de patologia e defeitos associados ao desenvolvimento desses fenómenos.

Assessing initial embodied energy in building structures using LCA methodology

The considerable amount of energy consumed on Earth is a major cause for not achieving sustainable development. Buildings are responsible for the highest worldwide energy consumption, nearly 40%. Strong efforts have been made in what concerns the reduction of buildings operational energy (heating, hot water, ventilation, electricity), since operational energy is so far the highest energy component in a building life cycle. However, as operational energy is being reduced the embodied energy increases. One of the building elements responsible for higher embodied energy consumption is the building structural system. Therefore, the present work is going to study part of embodied energy (initial embodied energy) in building structures using a life cycle assessment methodology, in order to contribute for a greater understanding of embodied energy in buildings structural systems. Initial embodied energy is estimated for a building structure by varying the span and the structural material type. The results are analysed and compared for different stages, and some conclusions are drawn. At the end of this work it was possible to conclude that the building span does not have considerable influence in embodied energy consumption of building structures. However, the structural material type has influence in the overall energetic performance. In fact, with this research it was possible that building structure that requires more initial embodied energy is the steel structure; then the glued laminated timber structure; and finally the concrete structure.

Information processing in sleep-onset insomnia : a test of the neurocognitive model /

The present thesis study is a systematic investigation of information processing at sleep onset, using auditory event-related potentials (ERPs) as a test of the neurocognitive model of insomnia. Insomnia is an extremely prevalent disorder in society resulting in problems with daytime functioning (e.g., memory, concentration, job performance, mood, job and driving safety). Various models have been put forth in an effort to better understand the etiology and pathophysiology of this disorder. One of the newer models, the neurocognitive model of insomnia, suggests that chronic insomnia occurs through conditioned central nervous system arousal. This arousal is reflected through increased information processing which may interfere with sleep initiation or maintenance. The present thesis employed event-related potentials as a direct method to test information processing during the sleep-onset period. Thirteen poor sleepers with sleep-onset insomnia and 1 2 good sleepers participated in the present study. All poor sleepers met the diagnostic criteria for psychophysiological insomnia and had a complaint of problems with sleep initiation. All good sleepers reported no trouble sleeping and no excessive daytime sleepiness. Good and poor sleepers spent two nights at the Brock University Sleep Research Laboratory. The first night was used to screen for sleep disorders; the second night was used to investigate information processing during the sleep-onset period. Both groups underwent a repeated sleep-onsets task during which an auditory oddball paradigm was delivered. Participants signalled detection of a higher pitch target tone with a button press as they fell asleep. In addition, waking alert ERPs were recorded 1 hour before and after sleep on both Nights 1 and 2.As predicted by the neurocognitive model of insomnia, increased CNS activity was found in the poor sleepers; this was reflected by their smaller amplitude P2 component seen during wake of the sleep-onset period. Unlike the P2 component, the Nl, N350, and P300 did not vary between the groups. The smaller P2 seen in our poor sleepers indicates that they have a deficit in the sleep initiation processes. Specifically, poor sleepers do not disengage their attention from the outside environment to the same extent as good sleepers during the sleep-onset period. The lack of findings for the N350 suggest that this sleep component may be intact in those with insomnia and that it is the waking components (i.e., Nl, P2) that may be leading to the deficit in sleep initiation. Further, it may be that the mechanism responsible for the disruption of sleep initiation in the poor sleepers is most reflected by the P2 component. Future research investigating ERPs in insomnia should focus on the identification of the components most sensitive to sleep disruption. As well, methods should be developed in order to more clearly identify the various types of insomnia populations in research contexts (e.g., psychophysiological vs. sleep-state misperception) and the various individual (personality characteristics, motivation) and environmental factors (arousal-related variables) that influence particular ERP components. Insomnia has serious consequences for health, safety, and daytime functioning, thus research efforts should continue in order to help alleviate this highly prevalent condition.

The relationship between stem-form, stand-closure and site -conditions : the influence of environmental conditions on tree allometry and forest structure in west-central Alberta

Changes in the configuration of a tree stern result insignificant differences in its total volume and in the proportion of that volume that is merchantable timber. Tree allometry, as represented by stem-fo~, is the result of the vertical force of gravity and the horizontal force of wind. The effect of wind force is demonstrated in the relationship between stem-form, standclosure and site-conditions. An increase in wind force on the individual tree due to a decrease in stand density should produce a more tapered tree. The density of the stand is determined by the conditions that the trees are growing under. The ability of the tree to respond to increased wind force may also be a function of these conditions . This stem-form/stand-closure/site-conditions relationship was examined using a pre-existing database from westcentral Alberta. This database consisted of environmental, vegetation, soils and timber data covering a wide range of sites. There were 653 sample trees with 82 variables that formed the basis of the analysis. There were eight tree species consisting of Pinus contorta, Picea mariana, Picea engelmannii x glauca, Abies lasiocarpa, Larix laricina, Populus tremuloides, Betula papyrifera and Populus balsamifera plus a comprehensive all-species data set. As the actual conformation of the stern is very individual, stem-fo~was represented by the diameter at breast height to total height r~tio. The four stand-closure variables, crown closure, total basal area, total volume and total number of stems were reduced to total basal area and total number of stems utilizing a bivariate correlation matrix by species. Site-conditions were subdivided into macro, meso and micro variables and reduced in number 3 using cross-tabulations, bivariate correlation and principal components analysis as screening tools. The stem-fo~/stand-closure relationship was examined using bivariate correlation coefficients for stem-fo~ with total number of stems and stem-fo~ with total basal area. The stem-fo~/site-conditions and the stand-closure/site- conditions relationships were examined using multiple correlation coefficients. The stem-form/stand-closure/site-conditions relationship was examined using multiple correlation coefficients in separate analyses for both total number of stems and total basal area. An increase in stand-closure produced a decrease in stem-form for both total number of stems and total basal area for most species. There was a significant relationship between stem-form and site-conditions and between stand-closure and site-conditions for both total number of stems and total basal area for most species. There was a significant relationship between the stemform and site-conditions, including the stand-closure, for most species; total number of stems was involved independently of the site-conditions in the prediction of stem-form and total basal area was not. Larix laricina and Betula papyrifera were the exceptions to the trends observed with most species. The influence of both stand-closure (total number of stems in particular) and site-conditions (elevation in particular) suggest that forest management practices should include these- ecological parameters in determining appropriate restocking levels.

Frontal Lobe Function and Performance Monitoring following Total Sleep Deprivation

Imaging studies have shown reduced frontal lobe resources following total sleep deprivation (TSD). The anterior cingulate cortex (ACC) in the frontal region plays a role in performance monitoring and cognitive control; both error detection and response inhibition are impaired following sleep loss. Event-related potentials (ERPs) are an electrophysiological tool used to index the brain's response to stimuli and information processing. In the Flanker task, the error-related negativity (ERN) and error positivity (Pe) ERPs are elicited after erroneous button presses. In a Go/NoGo task, NoGo-N2 and NoGo-P3 ERPs are elicited during high conflict stimulus processing. Research investigating the impact of sleep loss on ERPs during performance monitoring is equivocal, possibly due to task differences, sample size differences and varying degrees of sleep loss. Based on the effects of sleep loss on frontal function and prior research, it was expected that the sleep deprivation group would have lower accuracy, slower reaction time and impaired remediation on performance monitoring tasks, along with attenuated and delayed stimulus- and response-locked ERPs. In the current study, 49 young adults (24 male) were screened to be healthy good sleepers and then randomly assigned to a sleep deprived (n = 24) or rested control (n = 25) group. Participants slept in the laboratory on a baseline night, followed by a second night of sleep or wake. Flanker and Go/NoGo tasks were administered in a battery at 1O:30am (i.e., 27 hours awake for the sleep deprivation group) to measure performance monitoring. On the Flanker task, the sleep deprivation group was significantly slower than controls (p's <.05), but groups did not differ on accuracy. No group differences were observed in post-error slowing, but a trend was observed for less remedial accuracy in the sleep deprived group compared to controls (p = .09), suggesting impairment in the ability to take remedial action following TSD. Delayed P300s were observed in the sleep deprived group on congruent and incongruent Flanker trials combined (p = .001). On the Go/NoGo task, the hit rate (i.e., Go accuracy) was significantly lower in the sleep deprived group compared to controls (p <.001), but no differences were found on false alarm rates (i.e., NoGo Accuracy). For the sleep deprived group, the Go-P3 was significantly smaller (p = .045) and there was a trend for a smaller NoGo-N2 compared to controls (p = .08). The ERN amplitude was reduced in the TSD group compared to controls in both the Flanker and Go/NoGo tasks. Error rate was significantly correlated with the amplitude of response-locked ERNs in control (r = -.55, p=.005) and sleep deprived groups (r = -.46, p = .021); error rate was also correlated with Pe amplitude in controls (r = .46, p=.022) and a trend was found in the sleep deprived participants (r = .39, p =. 052). An exploratory analysis showed significantly larger Pe mean amplitudes (p = .025) in the sleep deprived group compared to controls for participants who made more than 40+ errors on the Flanker task. Altered stimulus processing as indexed by delayed P3 latency during the Flanker task and smaller amplitude Go-P3s during the Go/NoGo task indicate impairment in stimulus evaluation and / or context updating during frontal lobe tasks. ERN and NoGoN2 reductions in the sleep deprived group confirm impairments in the monitoring system. These data add to a body of evidence showing that the frontal brain region is particularly vulnerable to sleep loss. Understanding the neural basis of these deficits in performance monitoring abilities is particularly important for our increasingly sleep deprived society and for safety and productivity in situations like driving and sustained operations.

Canadian Niagara Power Glass Slide - Engineer Drawing of Sections of Discharge Tunnel

Consulting Engineer drawing of Sections of the Discharge Tunnel. Included in the drawing is the "cross section of tunnel with timbering" and "longitudinal section showing Timber in straight tunnel". Dated October 1902.

Letter - E.C. Schmon to Arthur A. Schmon, 24 November 1919

The letter begins with a retelling of the days activities (washing, cleaning etc.). The second part of the letter mentions the Normans (Canadians). He is connected to a steamship company that travels the St. Lawrence shipping timber. The Normans know of Colonel McCormick and are familiar with Shelter Bay. The letter is labelled number 54.

Sketch of the ship "Jane C. Woodruff"

A black and white copy of a sketch of the ship "Jane C. Woodruff". This appears to have been in a scrapbook. There is a slight tear which affects the picture slightly. [The Jane C. Woodruff was a barquentine ship built in St. Catharines in 1866 by Lewis Shikeluna. The ship belonged to John Battle who was an associate of Samuel D. Woodruff. She was named in honour of Samuel and his wife, Jane Caroline. She originated as a square timber trade boat before being converted into a 3 masted schooner. She collided with the "Mary Battle" in a snow squall in Georgian Bay. The ship passed out of existence in 1902].

Letter - Howard Helliwell to S.D. Woodruff

Letter with letterhead “Sylvester Neelon, Vessel and Steamboat Owner, Merchant Miller and Manufacturer of Ship Timber” addressed to S.D. Woodruff regarding the pew at St. George’s Church. “This pew which was owned by Howard Helliwell is now at your disposal and the rent is paid up to Oct. 1st”, Oct. 2, 1886

Indenture of Agreement for Sale of Land between Samuel Woodruff to Calvin and Ezekiel Cudney

Indenture of Agreement for Sale of Land between Samuel Woodruff of St. Catharines to Calvin and Ezekiel Cudney of the Township of Niagara. This is a copy of the previous document but there is an additional note on this document about an “agreement for cutting timber”. This is signed by S.D. Woodruff, Jan. 1885.

Indenture of memorandum of an agreement between S.D. Woodruff and James L. Burton and M. Burton

Indenture of memorandum of an agreement between S.D. Woodruff of St. Catharines and James L. Burton and M. Burton, both of Barrie, trading under the name of Burton and Bro. that Burton and Bro. would buy all the pine timber located in berths 192 and 198. Burton and Bro. agrees to have all timber cut. The agreement is signed by S.D. Woodruff and Burton and Bro. This document is badly burned along the left hand side. This does not affect the text, July 11, 1877.