[V_Valencia_Catedral] Documentación Geométrica de la Portada de los Hierros de la Catedral de Valencia

[ES] La Portada de los Hierros tiene una configuración de retablo en piedra con una variada iconografía: cornisas, estatuas, escudos… Está formado por tres cuerpos, el central de 35 metros de altura y los dos laterales de 24, la anchura de cada uno es de unos 9 metros. Los cuerpos laterales se distribuyen en altura mediante tres niveles, teniendo el central un cuarto nivel superior que remata en una cruz flanqueada por dos figuras.

[B_Kortezubi_Santimamiñe] Trabajos topográficos de complemento al escaneado tridimensional de la cueva de Santimamiñe (Kortezubi, Bizkaia). Poligonal de precisión y apoyo topográfico

[ES] Se trata de una cueva de gran belleza e interés geológico, se desarrolla sinuosamente a lo largo de algo más de 350 metros alternando grandes salas y estrechos corredores. Cuenta con un conjunto de pinturas rupestres catalogadas en el Paleolítico Superior y está incluida en la lista de Patrimonio de la Humanidad por la UNESCO en «Cueva de Altamira y arte rupestre paleolítico del Norte de España».

[R_Logroño_Muralla] Documentación geométrica del Cubo del Revellín (Logroño, La Rioja)

[ES] Documentación del exterior y del interior del cubo de la muralla de Logroño. Esta torre tiene una forma aproximadamente cilíndrica de 10 metros de radio. Al interior se compone de dos niveles, el superior (antiguo teatro) que forma una estancia circular con un pilar en el centro y el inferior que consiste en una estancia abovedada. Además se ha documentado una galería de acceso.

Identifying and interpreting stratification in sedimentary rocks on Mars : insight from Rover and orbital observations and terrestrial field analogs

Sedimentary rocks on Mars provide insight into past aqueous and atmospheric processes, climate regimes, and potential habitability. The stratigraphic architecture of sedimentary rocks on Mars is similar to that of Earth, indicating that the processes that govern deposition and erosion on Mars can be reasonably inferred through reference to analogous terrestrial systems. This dissertation aims to understand Martian surface processes through the use of (1) ground-based observations from the Mars Exploration Rovers, (2) orbital data from the High Resolution Imaging Science Experiment onboard the Mars Reconnaissance Orbiter, and (3) the use of terrestrial field analogs to understand bedforms and sediment transport on Mars. Chapters 1 and 2 trace the history of aqueous activity at Meridiani Planum, through the reconstruction of eolian bedforms at Victoria crater, and the identification of a potential mudstone facies at Santa Maria crater. Chapter 3 uses Terrestrial Laser Scanning to study cross-bedding in pyroclastic surge deposits on Earth in order to understand sediment transport in these events and to establish criteria for their identification on Mars. The final chapter analyzes stratal geometries in the Martian North Polar Layered Deposits using tools for sequence stratigraphic analysis, to better constrain past surface processes and past climate conditions on Mars.

Ausência de correlação entre a penetração do cimento AH Plus nos túbulos dentinários e a qualidade do selamento

O presente estudo objetivou testar experimentalmente a existência da possível correlação entre a penetração de cimento nos túbulos dentinários e a qualidade do selamento. Foram utilizados 60 incisivos centrais superiores humanos que formaram um único grupo experimental. Após a eliminação das porções coronárias, as raízes foram padronizadas em 13 mm de comprimento. A instrumentação dos canais foi realizada no sentido coroa-ápice, e o comprimento de trabalho estabelecido a 1 mm aquém do forame apical. Como solução irrigadora foi empregado o NaOCl a 5,25% e ao final, EDTA a 17%. Em seguida, todos os canais foram obturados com guta-percha e cimento AH Plus marcado com um corante fluorescente. Para determinar a qualidade do selamento das obturações endodônticas, as amostras foram submetidas ao modelo de infiltração de glicose sob pressão. As raízes foram montadas em um dispositivo de dupla-câmara selada para permitir a infiltração da glicose. Como controle negativo foram utilizados 4 dentes hígidos, e como controle positivo, 2 dentes instrumentados porém, não obturados. Foram utilizados 0,75 mL de solução de glicose a 1 mol/L na câmara superior e 0,75 mL de água deionizada na câmara inferior. Os dispositivos foram conectados a um sistema de distribuição de pressão desenvolvido com o objetivo de permitir a infiltração de 32 amostras em uma mesma etapa. A solução de glicose foi forçada apicalmente sob uma pressão de 15 psi durante 1 hora. Uma alíquota de 50 L foi coletada da câmara inferior para quantificar a glicose infiltrada. A concentração de glicose foi determinada através de um método enzimático com o auxílio do Kit Glucose HK e de um espectrofotômetro em um comprimento de onda de 340 nm. Na sequência, as amostras foram desacopladas dos corpos de prova, embutidas em resina epóxi e cortadas em 3 secções transversais. Uma sequência de preparação metalográfica padrão foi realizada para permitir a observação da penetração de cimento nos túbulos dentinários por meio de microscopia confocal e óptica. Os dados obtidos nos 2 experimentos foram cruzados pelo teste de correlação de Spearman, o qual revelou a inexistência de qualquer possibilidade de correlação (r = 0,12). Com base nesses resultados, o presente trabalho concluiu que, dentro das condições experimentais usadas, a quantidade de cimento presente dentro dos túbulos dentinários não teve relação com a qualidade do selamento produzido.

空间激光跟瞄中指向驱动电机运动特性研究

设计了一种深空非合作目标的激光扫描、捕获、跟踪地面实验装置,通过模拟深空同轨道运动的两颗卫星跟瞄过程,在理论上计算了跟瞄装置中光束指向驱动电机的最小加速度和其在跟踪过程中的运动特性。理论分析与仿真结果表明,当卫星偏离光斑中心一定距离时,指向驱动电机先加速后减速,补偿这个偏心,重新捕获跟踪卫星;重新捕获到跟踪所需时间受电机加速度和望远镜探测精度以及探测器响应处理时间影响,其中探测器精度对重新捕获到跟踪所需时间影响较大,探测器响应处理时间要减小到最小;为了使从捕获到跟踪过程中卫星始终在扫描光斑范围内,经纬仪驱动电机的最小角加速度为25.5°/s2。

Efeito antiobesogênico do óleo de peixe: função do tecido adiposo marrom e branco

A modulação do tecido adiposo marrom (TAM) e do tecido adiposo branco (TAB) está associada à prevenção ou redução do ganho de massa corporal. O óleo de peixe possui diversos efeitos benéficos que podem estar relacionados a esses tecidos. Dessa forma, objetivou-se avaliar os efeitos antiobesogênicos de diferentes dietas hiperlipídicas com óleo de peixe na termogênese do TAM e na lipogênese e beta-oxidação do TAB. Para isso, foram utilizados camundongos machos C57BL/6, com três meses de idade, que foram divididos em quatro grupos experimentais: um que recebeu dieta standard-chow (SC, 10% kcal de lipídios) e outros três que receberam dieta hiperlipídica (HL, 50% kcal de lipídios). Obtivemos os grupos HL com banha de porco (HL-B), HL com banha de porco mais óleo de peixe (HL-B+Px) e HL com óleo de peixe (HL-Px). As dietas foram administradas por um período de oito semanas, sendo que a ingestão alimentar foi avaliada diariamente e a massa corporal, semanalmente. Na última semana de experimento, realizou-se a calorimetria indireta e o teste oral de tolerância à glicose. No sacrifício, a glicemia foi aferida, o sangue foi puncionado para obtenção do plasma e o TAM interescapular e o TAB epididimário foram dissecados e armazenados. A leptina, os triglicerídeos e a insulina foram mensurados no plasma. O índice de adiposidade e o HOMA-IR foram calculados. O TAM e o TAB foram avaliados por microscopia confocal e de luz. Realizou-se RT-qPCR e Western blot para avaliação de marcadores termogênicos, da captação e oxidação de ácidos graxos e glicose e de PPAR no TAM, e para a avaliação da lipogênese e beta-oxidação e de PPAR no TAB. Com relação aos resultados, o grupo HL-B apresentou ganho de massa corporal e elevação da adiposidade, associado com hipertrofia dos adipócitos, hiperleptinemia, hipertrigliceridemia, intolerância à glicose e resistência à insulina, reproduzindo um quadro de obesidade e síndrome metabólica. Por outro lado, a ingestão de óleo de peixe nos dois grupos (HL-B+Px e HL-Px) foi capaz de reduzir o ganho de massa corporal e a adiposidade, sem alterar a ingestão alimentar. Essa ingestão também aumentou o gasto energético dos animais, regularizou a leptina e os triglicerídeos plasmáticos, bem como a tolerância à glicose e a resistência à insulina. Esses efeitos foram associados ao aumento de marcadores termogênicos no TAM, bem como da captação e oxidação de ácidos graxos e glicose e da expressão de PPAR nesse tecido. No TAB, houve redução de marcadores da lipogênese e aumento de marcadores da beta-oxidação, juntamente com elevação na expressão de PPAR. Em conclusão, nossos resultados mostram que a ingestão de óleo de peixe tem efeitos antiobesogênicos em camundongos através da modulação benéfica do TAM e do TAB e pode, portanto, representar uma terapia auxiliar alternativa contra a obesidade e suas comorbidades.

Visual pattern recognition models for remote sensing of civil infrastructure

As-built models have been proven useful in many project-related applications, such as progress monitoring and quality control. However, they are not widely produced in most projects because a lot of effort is still necessary to manually convert remote sensing data from photogrammetry or laser scanning to an as-built model. In order to automate the generation of as-built models, the first and fundamental step is to automatically recognize infrastructure-related elements from the remote sensing data. This paper outlines a framework for creating visual pattern recognition models that can automate the recognition of infrastructure-related elements based on their visual features. The framework starts with identifying the visual characteristics of infrastructure element types and numerically representing them using image analysis tools. The derived representations, along with their relative topology, are then used to form element visual pattern recognition (VPR) models. So far, the VPR models of four infrastructure-related elements have been created using the framework. The high recognition performance of these models validates the effectiveness of the framework in recognizing infrastructure-related elements.

Visual Pattern Recognition Models for Remote Sensing of Civil Infrastructure

As-built models have been proven useful in many project-related applications, such as progress monitoring and quality control. However, they are not widely produced in most projects because a lot of effort is still necessary to manually convert remote sensing data from photogrammetry or laser scanning to an as-built model. In order to automate the generation of as-built models, the first and fundamental step is to automatically recognize infrastructure-related elements from the remote sensing data. This paper outlines a framework for creating visual pattern recognition models that can automate the recognition of infrastructure-related elements based on their visual features. The framework starts with identifying the visual characteristics of infrastructure element types and numerically representing them using image analysis tools. The derived representations, along with their relative topology, are then used to form element visual pattern recognition (VPR) models. So far, the VPR models of four infrastructure-related elements have been created using the framework. The high recognition performance of these models validates the effectiveness of the framework in recognizing infrastructure-related elements.

Innovative Stereo Vision-Based Approach to Generate Dense Depth Map of Transportation Infrastructure

Three-dimensional (3-D) spatial data of a transportation infrastructure contain useful information for civil engineering applications, including as-built documentation, on-site safety enhancements, and progress monitoring. Several techniques have been developed for acquiring 3-D point coordinates of infrastructure, such as laser scanning. Although the method yields accurate results, the high device costs and human effort required render the process infeasible for generic applications in the construction industry. A quick and reliable approach, which is based on the principles of stereo vision, is proposed for generating a depth map of an infrastructure. Initially, two images are captured by two similar stereo cameras at the scene of the infrastructure. A Harris feature detector is used to extract feature points from the first view, and an innovative adaptive window-matching technique is used to compute feature point correspondences in the second view. A robust algorithm computes the nonfeature point correspondences. Thus, the correspondences of all the points in the scene are obtained. After all correspondences have been obtained, the geometric principles of stereo vision are used to generate a dense depth map of the scene. The proposed algorithm has been tested on several data sets, and results illustrate its potential for stereo correspondence and depth map generation.

Comparison of Image-Based and Time-of-Flight-Based Technologies for 3D Reconstruction of Infrastructure

Image-based (i.e., photo/videogrammetry) and time-of-flight-based (i.e., laser scanning) technologies are typically used to collect spatial data of infrastructure. In order to help architecture, engineering, and construction (AEC) industries make cost-effective decisions in selecting between these two technologies with respect to their settings, this paper makes an attempt to measure the accuracy, quality, time efficiency, and cost of applying image-based and time-of-flight-based technologies to conduct as-built 3D reconstruction of infrastructure. In this paper, a novel comparison method is proposed, and preliminary experiments are conducted. The results reveal that if the accuracy and quality level desired for a particular application is not high (i.e., error < 10 cm, and completeness rate > 80%), image-based technologies constitute a good alternative for time-of-flight-based technologies and significantly reduce the time and cost needed for collecting the data on site.

Comparison of Image-Based and Time-of-Flight-Based Technologies for Three-Dimensional Reconstruction of Infrastructure

Image-based (i.e., photo/videogrammetry) and time-of-flight-based (i.e., laser scanning) technologies are typically used to collect spatial data of infrastructure. In order to help architecture, engineering, and construction (AEC) industries make cost-effective decisions in selecting between these two technologies with respect to their settings, this paper makes an attempt to measure the accuracy, quality, time efficiency, and cost of applying image-based and time-of-flight-based technologies to conduct as-built 3D reconstruction of infrastructure. In this paper, a novel comparison method is proposed, and preliminary experiments are conducted. The results reveal that if the accuracy and quality level desired for a particular application is not high (i.e., error < 10 cm, and completeness rate > 80%), image-based technologies constitute a good alternative for time-of-flight-based technologies and significantly reduce the time and cost needed for collecting the data on site.

Innovative Stereo Vision-Based Approach to Generate Dense Depth Map of Transportation Infrastructure

Three-dimensional (3-D) spatial data of a transportation infrastructure contain useful information for civil engineering applications, including as-built documentation, on-site safety enhancements, and progress monitoring. Several techniques have been developed for acquiring 3-D point coordinates of infrastructure, such as laser scanning. Although the method yields accurate results, the high device costs and human effort required render the process infeasible for generic applications in the construction industry. A quick and reliable approach, which is based on the principles of stereo vision, is proposed for generating a depth map of an infrastructure. Initially, two images are captured by two similar stereo cameras at the scene of the infrastructure. A Harris feature detector is used to extract feature points from the first view, and an innovative adaptive window-matching technique is used to compute feature point correspondences in the second view. A robust algorithm computes the nonfeature point correspondences. Thus, the correspondences of all the points in the scene are obtained. After all correspondences have been obtained, the geometric principles of stereo vision are used to generate a dense depth map of the scene. The proposed algorithm has been tested on several data sets, and results illustrate its potential for stereo correspondence and depth map generation.

Methods of monitoring of metro lining in Prague

There are several reasons for monitoring of underground structures and they have already been discussed many times, e.g. from the view of ageing or state after accidental event like flooding of Prague metro in 2002. Monitoring of Prague metro is realized in the framework of international research project sponsored by ESF-S3T. The monitoring methods used in Prague are either classical one or new or developing one. The reason for different monitoring methods is the different precision of each method and also for cross-checking between them and their evaluation. Namely we use convergence, tiltmetres, crackmetres, geophysical methods, laser scanning, computer vision and finally installation of MEMS monitoring devices. In the paper more details of each method and obtained results will be presented. The monitoring methods are complemented by wireless data collection and transfer for real-time monitoring. © 2012 Taylor & Francis Group.