Recovering 3D Structure of Poorly Textured Infrastructure Scenes Using Point and Line Features

Most of the existing automated machine vision-based techniques for as-built documentation of civil infrastructure utilize only point features to recover the 3D structure of a scene. However it is often the case in man-made structures that not enough point features can be reliably detected (e.g. buildings and roofs); this can potentially lead to the failure of these techniques. To address the problem, this paper utilizes the prominence of straight lines in infrastructure scenes. It presents a hybrid approach that benefits from both point and line features. A calibrated stereo set of video cameras is used to collect data. Point and line features are then detected and matched across video frames. Finally, the 3D structure of the scene is recovered by finding 3D coordinates of the matched features. The proposed approach has been tested on realistic outdoor environments and preliminary results indicate its capability to deal with a variety of scenes.

龙游石窟洞室群稳定性分析及最佳旅游路线选择

The large ancient underground rock caverns in Longyou is an important component of grotto cultural. Current task facing the long-term preservation of these unmovable cultural relics is arduous and challenging. The deformation failure of the caverns' surrounding rock is deteriorating. The weathering velocity of these caverns is accelerating. With the strength of caverns' surrounding rock worsening, critical rocks were generated in local regions of the caverns' vault and posing a threat to the security of people passing by. Selection of a maximum-security route and construction a aisle in the caverns might be an efficient way to ensure the security of tourists and reach the target of long-term preservation. The deformation and destruction of the ancient underground caverns is primarily dominated by geological conditions and the special structure of caverns. Based on field investigation, several fundamental conditions for deformation and failure are recognized, and nine deformation and fracture patterns of the Longyou grotto are proposed. In order to judge the stability of caverns’ surrounding rock, the element safety coefficient method is presented. An explicit explanation for the meaning of the method is deduced using Mohr-Coulomb strength criterion. Numerical analyses are carried out in the dissertation through FLAC3D code. Through numerical analysis, the stress distribution regularities of the caverns’ roofs, piles and public side wall are analysed, and the stability properties of caverns’ surrounding rock are also assessed. At the same time, the element safety coefficient method is introduced to contrast the stability degree of different regions in caverns. The above analyses are bases for choosing the optimal tourism routes in the caverns of Longyou grotto. The impact of surface load on the stability of shallow buried cavities in Longyou grotto is evaluated, the results show that building load has significant influence on the stability of the No.1 cavern’s roof, pile and public side wall between the No.1 cavern and the No.2 cavern, pedestrian load has less impact on the stability of surrounding rock than building load. The principles for choosing the optimal tourism routes in the caverns are discussed. With these principles, the dissertation makes a systematic research on the geological analytic method, numerical analytic method and meeting tourism requirements method, which are used in selecting the optimal tourism routes in the caverns. In order to achieve the best effect in the process of tourism routes selection, the above three method are integrated through Theory of Engineering Geomechanics Meta-system(EGMS). According to field investigations, numerical analyses, tourism requirements and expert experiences, the optimal tourism routes through No.1 to No.5 cavern are determined preliminarily. The obtained results from the research work are useful for the security aisle's construction, they also have reference value to other projects in practice.

Structural carpentry in medieval Ireland: continuity and change

The study of medieval carpentry is probably one of the most neglected aspects of archaeological research in Ireland. The principal difficulty is the nature of the evidence, in that timber, unless the conditions are right, rarely leaves a trace above ground. The problem is further exacerbated by the fact that not a single medieval timber-framed building has survived in Ireland. Nevertheless, in recent years, in addition to the medieval roof of Dunsoghley, which up to quite recently was thought to be the only surviving roof structure in Ireland, a further eight medieval roof structures have been identified. Furthermore, an extensive corpus of early medieval mills, with evidence for advanced Roman carpentry techniques, has been excavated, while evidence for Viking houses, on what is probably the largest extant Viking settlement in Europe, have also been recovered. Although post and wattle structures dominate the archaeological record of the Viking period, nevertheless, it will be shown that the Roman tradition of carpentry, evidenced in the early medieval mills from the early seventh century, continued in use in the wider Gaelic community. And it is one of the pivotal points of this study, that with the takeover of Dublin by the Gaelic Irish in the late tenth century, this Roman carpentry tradition was gradually assimilated into the carpentry tradition of the Viking towns, which were now largely inhabited by a mixed population of Hiberno-Norse. Evidence for this Gaelic influence can be seen not only in the gradual replacement of the Viking post and wattle house by timber houses with load-bearing walls, but more importantly by the evidence for waterfront structures founded on baseplates with mortise and tenoned uprights on the pre-Norman waterfront in Cork. Furthermore, it will be shown, that the carpentry techniques used to build the Wood Quay revetments, shortly after the Anglo-Norman conquest in AD 1170, supports this contention.

Agricultura urbana, condición para el desarrollo sostenible y la mejora del paisaje

Este artículo resulta de investigaciones en torno al “enverdecimiento” de las ciudades y las oportunidades de la agricultura urbana para la alimentación de una población en constante aumento que no trabaja la tierra. También es fruto de actividades de mejora de ambientes urbanos realizadas con la Escuela de Ingenieros Agrónomos de la Universidad Politécnica de Madrid. A través de casos de agricultura urbana, entendiendo por ella el conjunto de prácticas para la producción de alimentos y plantas ornamentales dentro de las ciudades y en sus entornos, se analizan alternativas para la recuperación de espacios construidos e incremento de la calidad de vida de la población. Todo ello se traduce, además, en creación de riqueza y mejora del paisaje urbano, siempre desde criterios de sostenibilidad que favorecen el desarrollo local desde la Cumbre de la Tierra de Río de 1992 y la Conferencia sobre Desarrollo Sostenible Río+20 de 2013.

Distal Deposition of Tephra from the Eyjafjallajökull 2010 Summit Eruption

The 2010 Eyjafjallajökull lasted 39 days and had 4 different phases, of which the first and third (14–18 April and 5–6 May) were most intense. Most of this period was dominated by winds with a northerly component that carried tephra toward Europe, where it was deposited in a number of locations and was sampled by rain gauges or buckets, surface swabs, sticky-tape samples and air filtering. In the UK, tephra was collected from each of the Phases 1–3 with a combined range of latitudes spanning the length of the country. The modal grain size of tephra in the rain gauge samples was 25 um, but the largest grains were 100 um in diameter and highly vesicular. The mass loading was equivalent to 8–218 shards cm2, which is comparable to tephra layers from much larger past eruptions. Falling tephra was collected on sticky tape in the English Midlands on 19, 20 and 21st April (Phase 2), and was dominated by aggregate clasts (mean diameter 85 um, component grains <10 um). SEM-EDS spectra for aggregate grains contained an extra peak for sulphur, when compared to control samples from the volcano, indicating that they were cemented by sulphur-rich minerals e.g. gypsum (CaSO4⋅H2O). Air quality monitoring stations did not record fluctuations in hourly PM10 concentrations outside the normal range of variability during the eruption, but there was a small increase in 24-hour running mean concentration from 21–24 April (Phase 2). Deposition of tephra from Phase 2 in the UK indicates that transport of tephra from Iceland is possible even for small eruption plumes given suitable wind conditions. The presence of relatively coarse grains adds uncertainty to concentration estimates from air quality sensors, which are most sensitive to grain sizes <10 um. Elsewhere, tephra was collected from roofs and vehicles in the Faroe Islands (mean grain size 40 um, but 100 um common), from rainwater in Bergen in Norway (23–91 um) and in air filters in Budapest, Hungary (2–6 um). A map is presented summarizing these and other recently published examples of distal tephra deposition from the Eyjafjallajökull eruption. It demonstrates that most tephra deposited on mainland Europe was produced in the highly explosive Phase 1 and was carried there in 2–3 days.

Advanced design optimization of cold-formed steel portal frame buildings

The design optimization of cold-formed steel portal frame buildings is considered in this paper. The objective function is based on the cost of the members for the main frame and secondary members (i.e., purlins, girts, and cladding for walls and roofs) per unit area on the plan of the building. A real-coded niching genetic algorithm is used to minimize the cost of the frame and secondary members that are designed on the basis of ultimate limit state. It iis shown that the proposed algorithm shows effective and robust capacity in generating the optimal solution, owing to the population's diversity being maintained by applying the niching method. In the optimal design, the cost of purlins and side rails are shown to account for 25% of the total cost; the main frame members account for 27% of the total cost, claddings for the walls and roofs accounted for 27% of the total cost.

Using recycled aggregates in green roof substrates for plant diversity

Extensive green roofs are becoming a popular tool for restoring green infrastructure in urban areas, particularly biodiverse habitats such as post-industrial/brownfield sites. This study investigated the use of six recycled lightweight aggregates and combinations of them in green roof growing substrate, to determine their effectiveness for enhancing plant abundance and species diversity. In two separate experiments, we examined the roles of substrate type and depth on the establishment of a perennial wildflower mix over a 15-month period. We found that some of the alternative substrates are comparable to the widely used crushed red brick aggregate (predominantly found in commercial green roof growing substrate) for supporting plant establishment. For some materials such as clay pellets, there was increased plant coverage and a higher number of plant species than in any other substrate. Substrates that were produced from a blend of two or three aggregate types also supported higher plant abundance and diversity. Generally, increasing substrate depth improved plant establishment, however this effect was not consistent across substrates. We conclude that recycled materials may be viable constituents of growing substrate for green roofs and they may improve green roof resilience, through increased plant cover and diversity. The results could provide evidence to support the construction of mosaic habitat types on single roofs using various substrate blends.

Habitação modular evolutiva

Da necessidade de criação de habitações que se adaptem ao constante dinamismo do ser humano, surgiu a ideia da concepção de um edifício evolutivo com base na construção modular. A construção modular poderá ser entendida como sendo a principal resposta ao combate da construção de estruturas físicas e imóveis, com características inalteráveis ao longo do tempo. Com este trabalho idealizou-se uma habitação evolutiva, baseado nos conceitos da Coordenação Modular, identificando-se as suas especificações, exigências de desempenho e características funcionais. Foi considerada como medida modular base 0,10m. Os módulos foram pensados com o intuito de que o seu desempenho prático seja satisfatório. A sua base estrutural foi executada a partir do rearranjo de contentores marítimos. Previu-se ainda, o uso de coberturas verdes por serem uma solução comprovada de minorar notoriamente o efeito pernicioso que a construção tem sobre o meio ambiente, ao mesmo tempo que apresentam vantagens térmicas e acústicas. A questão do incentivo do uso da pré-fabricação em Portugal a uma maior escala, não poderia ser descurada. A apresentação de eventuais desenvolvimentos futuros é também relevante, dada a importância que é inerente ao âmbito da industrialização da construção. Do estudo realizado ficaram ainda, bem patentes, os benefícios da racionalização e da industrialização, tanto em termos económicos como em termos ambientais. É possível executar um projecto com níveis de perdas mais baixos e com índices de qualidade superiores a um menor preço.

Utilização de coberturas ajardinadas de vegetação intensiva, extensiva e horta urbana em edificações

Trabalho Final de Mestrado para obtenção do grau de Mestre em Engenharia Civil

Exigências funcionais em pavimentos de madeira

Durante séculos a madeira foi dos materiais mais privilegiados e usados na construção. Ainda hoje, existem construções antigas em madeira em bom estado de conservação e que, desempenham as suas funções adequadamente. Com o aparecimento do betão e do aço, os projetistas deixaram de usar este tipo de estruturas. Isto provocou um desinteresse na indústria da madeira, adiando a criação de regulamentos e normas relativamente às exigências funcionais deste tipo de estruturas. Com a necessidade da reabilitação do património edificado, verifica-se uma inversão desta tendência, devido às edificações no centro histórico serem constituídas por estruturas de madeira, essencialmente os pavimentos e coberturas. Na maioria das vezes estas estruturas apresentam um elevado nível de degradação e a solução mais rentável é demolir. Os pavimentos de madeira são então substituídos por lajes aligeiradas ou de betão armado provocando alterações estruturais inadequadas nas fachadas a manter. Pretende-se com esta dissertação mostrar as potencialidades dos pavimentos de madeira e assim incentivar ao seu uso, principalmente nas áreas a reabilitar. São analisados todos os regulamentos e normas aplicáveis às exigências estruturais, térmicas, acústicas e contra incêndio dos pavimentos de madeira. A análise da normalização aplicável vai ser sintetizada, ou seja, só vão ser referidos os aspetos a ter em conta para a verificação das exigências funcionais em pavimentos de madeira. A aplicação dos conceitos e das verificações necessárias são aplicadas a um pavimento de madeira a ser construído na parcela C4 do Quarteirão das Cardosas. Os resultados obtidos neste caso de estudo são encorajadores, e abrem uma perspetiva das potencialidades que este sistema construtivo apresenta.

Dimensionamento de Madres Enformadas a Frio Travadas por Painéis do Tipo Sandwich

O presente relatório de estágio foi elaborado no âmbito da Unidade Curricular de DIPRE, Dissertação/Projeto/Estágio, do 2.º ano de Mestrado em Engenharia Civil do Instituto Superior de Engenharia do Porto, do ramo de estruturas, tendo como principal foco, a análise e dimensionamento de madres de aço enformado a frio e sua utilização com painéis do tipo sandwich em coberturas. Seções enformadas a frio são cada vez mais utilizadas em construções modernas, especificamente como estrutura secundária em coberturas, onde geralmente são fixas a painéis através de ligações aparafusadas. A presença de painéis e fixações através de parafusos permitem a estabilização lateral e torsional de madres aumentando desta forma a capacidade resistente, mas por serem elementos estruturais de espessura reduzida, os enformados a frio são suscetíveis a fenómenos de instabilidade associados. Desta forma, a norma EN 1993-1-3 [4] permite a análise e dimensionamento deste tipo de elementos através das disposições regulamentares preconizadas nas partes 1-1 [3] e 1-5 [5] da mesma norma. Num primeiro estudo, o presente trabalho tem como objetivo o dimensionamento e verificação de segurança de elementos enformados a frio com base na seção efetiva determinada com o auxílio das normas EN 1993-1-1 (regras gerais) e EN 1993-1-5 (regras para elementos estruturais constituídos por placas). Numa segunda fase, este trabalho pretende apresentar um estudo do comportamento de interação entre os sistemas madres-painéis. Para tal, são quantificadas as rigidezes das conexões dos sistemas e dos painéis para se realizarem a análise relativamente à restrição lateral e restrição torsional de madres. Neste contexto, concluiu-se que os painéis, quando fixos de forma adequada às madres, contribuem para a estabilidade.

Vers le haut : la valeur d’usage du toit vert privé : le point de vue de professionnels de l’immobilier œuvrant sur le Plateau Mont-Royal

Cette recherche s’intéresse à la valeur d’usage du toit vert dans l’arrondissement du Plateau Mont-Royal, de la Ville de Montréal. Spécifiquement, elle s’intéresse à l’état problématique qu’est l’étalement urbain en tentant l’estimation de la valeur d’usage du toit vert, de la cour arrière et du balcon-terrasse soutenue par le dispositif argumentaire immobilier propre à chacun des aménagements. L’étalement urbain est la source de graves problèmes et la résorption de ses effets néfastes est devenue une priorité dans l’aménagement du territoire. L’une des principales raisons sousjacentes à l’exode urbain est la valeur d’usage accordée à la parcelle extérieure qu’offre l’habitat unifamilial pavillonnaire. Dans cette situation, la question est de savoir si l’insertion d’espaces verts privés en milieu urbain peut participer à la résorption de l’exode urbain. Or, dans l’agglomération, le sol manque. Le toit vert privé apparaît comme une alternative astucieuse, bien que limitée, au terrain entourant la maison. Reste à savoir si les gens le valorisent tel un espace vert privé d’extrême proximité, à même le sol. À la lueur de l’analyse, il advient que le toit vert ne présente pas de valeur d’usage comparable à celle de la cour arrière dans le contexte observé, précisément parce que leurs publics cibles s’opposent d’emblée. En revanche, le balcon-terrasse et le toit vert semblent être, en fonction des données construites, des aménagements à valeur d’usage comparable.

Le toit comme outil de régulation environnementale : le cas montréalais.

Cette recherche s’inscrit dans le cadre du programme interdisciplinaire de recherche Ignis Mutat Res et vise à éclairer l’univers de l’architecture sur la capacité des toits à amener des solutions efficaces aux problématiques environnementales dans un contexte urbain dense et à forte consommation d'énergie. La volonté de réduire l’empreinte écologique des villes est aujourd’hui bien présente dans le monde de la recherche architecturale et urbaine, ayant ainsi fait preuve de son importance. Pourtant, la réduction de l’empreinte écologique des villes serait une approche globale difficile à quantifier économiquement. Le manque de méthodologie standardisée fait en sorte que les travaux sur le sujet empruntent des démarches qui ne dépassent pas l’étape exploratoire. Dans ce contexte, le mémoire porte sur l’élaboration d’un dispositif numérique d’évaluation des potentialités des toits horizontaux comme un outil d’aide à la décision pour les interventions urbaines visant à réduire l’empreinte écologique des villes, en utilisant le cas de Montréal. Ce type de toit est abordé comme un territoire d’investigation en contribution aux préoccupations reliées à la gestion de l’eau et à l’atténuation des îlots de chaleur. Plus précisément, cette recherche porte sur trois secteurs de l'île de Montréal. Ces échantillons correspondent à deux types de formes urbaines (résidentielle versus commerciale ou industrielle) et sont décortiqués dans le but d’identifier les déséquilibres entre les espaces naturels, faisant référence aux espaces verts (jardins, parcs et canopées) et les étendues minérales occasionnées par l'urbanisation. Ces rapports exprimés en superficies démontrent que l’étendue des toits est assez considérable pour compenser le manque d’espaces naturels en ville. La végétalisation des toits à l’échelle d’un secteur pourrait donc atténuer considérablement les problèmes environnementaux liés aux îlots de chaleur et à la gestion du ruissellement des eaux de pluie. La stratégie consistant à explorer l'hypothèse des 50 % de naturel versus 50 % de minéral pourrait contribuer grandement à l’autonomisation des villes et à la diminution de leurs dépendances vis-à-vis des ressources fossiles.

Disseny i càlcul de les façanes i del lluernari del vestíbul d’entrada de la torra Iberdrola

El projecte Torre Iberdrola s’engloba en les actuacions urbanístiques de Bilbao per a regenerar espais industrials no utilitzats situats al Paseo de la Ribera, la Avenida Abandoibarra i la passarel•la Pedro Arrupe. La Torre Iberdrola, situada a la parcel•la 204 del PERI de Abandoibarra (veure plànol nº2), en el districte de Abando (Bilbao), és un gratacels d’oficines de 41 plantes amb una altura total de 165 metres i una superfície construïda total d’aproximadament 62.100 m2 sobre rasant. A més, l’edifici a construir consta de 5 plantes sota rasant amb una superfície total construïda d’aproximadament 32.100 m2. L’objecte del present projecte és presentar la solució acordada conjuntament entre l’arquitecte Pelli Clarke Pelli Architects, les consultories Buro Happold i IDOM, i BELLAPART per a l’execució del revestiment del vestíbul d’entrada de la Torre Iberdrola

Las cuevas prehistóricas de Serinyà (Pla de l’Estany, Girona)

The Reclau Caves, which form part of the Serinyà Prehistoric Caves Park (Pla de l’Estany, Girona), are shelters formed by waterfall travertines which have been in turn affected by karstification phenomena. Though relatively small, these cavities were big enough to held human occupation. Its evolution has seen the falling of blocks and infilling of terrigenous materials. Thus, the caves were completely filled and had most of their original roofs fallen. The first excavations of these caves were made in the mid 1940s and they continued, albeit with some interruptions, until present times. The caves were occupied by humans since the late Middle Pleistocene until the Holocene. Hence, the main occupation periods can be attributed to the Middle Paleolithic and Upper Paleolithic cultures. Given the existence of these sites, the project of an archeological park was started and its first phase opened to the public in the summer of 1997. The creation of this park has led to the protection of the three main caves of the site (Arbreda, Mollet and Reclau Viver Caves). The caves have also been adapted and singposted to open them to the public. Other facilities of the park include a reception building and an activity area. The caves can be visited in guided tours which include the projection of a film, the visit to the permanent exhibition room, the three main caves and the participation in some prehistoric-related activities