A poética do sublime na teoria da tragédia de Friedrich Schiller

Em sua breve carreira filosófica, o poeta e dramaturgo alemão Friedrich Schiller (1759-1805) se apropriou do conceito kantiano do sublime, identificando-o ao trágico e à tragédia, manifestação artística que seria genuinamente regulada por princípios estéticos daquela ordem. Deste modo, buscamos neste trabalho relacionar o caráter subjetivo da experiência do sublime com as suas implicações de ordem prática para a arquitetura da tragédia, em especial as que dizem respeito à estrutura ideal do drama, intimamente vinculada à sua finalidade, que é a efetivação do efeito estético que lhe cabe por definição. Se, por uma via, o pensamento de Schiller caminha em direção ao desenvolvimento de uma concepção do trágico a partir de um dos conceitos fundamentais da estética moderna, por outra ele permanece atrelado à tradição aristotélica quando se concentra no estudo da tragédia enquanto gênero literário e busca por meio deste estudo estabelecer regras para a citação dramatúrgica. Assim, Schiller constrói uma poética do sublime, um programa de arte que inaugura um debate importante sobre o fenômeno do trágico na filosofia alemã. Mas, como pretendemos defender, é justamente a concepção do trágico forjada a partir de uma interpretação acentuadamente moral do sublime que torna o conteúdo de sua teoria da tragédia problemático, embora tal teoria seja a resposta encontrada por Schiller para perguntas ainda pertinentes. Afinal, por que nos entretêm assuntos trágicos?

A hora da juventude: a mobilização dos jovens no Estado Novo (1940-1945)

Esta dissertação tem como objetivo principal estudar a entidade pública denominada Juventude Brasileira, existente durante o Estado Novo. Nela se inclui entender o papel emprestado aos jovens pelo governo ditatorial de Vargas, especialmente o de uma enorme massa de "jovens espíritos" que se podia "mobilizar" em benefício da Nação e do regime político vigente, em tempo de grave crise provocada pela II Guerra Mundial. É patente a influência de outras organizações juvenis controladas pelo Estado então existentes em diferentes países, mormente aqueles criados pelos regimes fascistas alemão, italiano e português. É, quanto a isso, um produto brasileiro adaptado ao espírito do tempo. Entretanto a versão brasileira não admitiu a feição germânica, em 1938, quando o Ministro da Justiça, Francisco Campos, apresentou o projeto original de sua criação, que era calcado na instrução militar. Do demorado debate havido entre as mais elevadas autoridades surgiu, em 1940, a forma definitiva, apresentada pelo Ministro da Educação Gustavo Capanema. A Juventude Brasileira perdeu assim o caráter militar original, sem exigir qualquer aparato burocrático especial, valendo-se da estrutura já existente, tornando-se uma organização educacional auxiliar que incluía todos os escolares entre os sete e os dezoito anos de idade. Tornou-se um instrumento importante nas mãos das autoridades como um elemento de mobilização social, com seus desfiles, de que muito se valeu a propaganda oficial. De um modo geral, a sociedade aceitou bem a Juventude Brasileira, que serviu também, de certo modo, como ponto de contato e diálogo com um governo autoritário.

Visual retrieval of concrete crack properties for automated post-earthquake structural safety evaluation

The safety of post-earthquake structures is evaluated manually through inspecting the visible damage inflicted on structural elements. This process is time-consuming and costly. In order to automate this type of assessment, several crack detection methods have been created. However, they focus on locating crack points. The next step, retrieving useful properties (e.g. crack width, length, and orientation) from the crack points, has not yet been adequately investigated. This paper presents a novel method of retrieving crack properties. In the method, crack points are first located through state-of-the-art crack detection techniques. Then, the skeleton configurations of the points are identified using image thinning. The configurations are integrated into the distance field of crack points calculated through a distance transform. This way, crack width, length, and orientation can be automatically retrieved. The method was implemented using Microsoft Visual Studio and its effectiveness was tested on real crack images collected from Haiti.

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.

Detection of large-scale concrete columns for automated bridge inspection

There are over 600,000 bridges in the US, and not all of them can be inspected and maintained within the specified time frame. This is because manually inspecting bridges is a time-consuming and costly task, and some state Departments of Transportation (DOT) cannot afford the essential costs and manpower. In this paper, a novel method that can detect large-scale bridge concrete columns is proposed for the purpose of eventually creating an automated bridge condition assessment system. The method employs image stitching techniques (feature detection and matching, image affine transformation and blending) to combine images containing different segments of one column into a single image. Following that, bridge columns are detected by locating their boundaries and classifying the material within each boundary in the stitched image. Preliminary test results of 114 concrete bridge columns stitched from 373 close-up, partial images of the columns indicate that the method can correctly detect 89.7% of these elements, and thus, the viability of the application of this research.

Large Scale Column Detection for Bridge Inspection

Manually inspecting bridges is a time-consuming and costly task. There are over 600,000 bridges in the US, and not all of them can be inspected and maintained within the specified time frame as some state DOTs cannot afford the essential costs and manpower. This paper presents a novel method that can detect bridge concrete columns from visual data for the purpose of eventually creating an automated bridge condition assessment system. The method employs SIFT feature detection and matching to find overlapping areas among images. Affine transformation matrices are then calculated to combine images containing different segments of one column into a single image. Following that, the bridge columns are detected by identifying the boundaries in the stitched image and classifying the material within each boundary. Preliminary test results using real bridge images indicate that most columns in stitched images can be correctly detected and thus, the viability of the application of this research.

Machine Vision Enhanced Post-earthquake Inspection

Camera motion estimation is one of the most significant steps for structure-from-motion (SFM) with a monocular camera. The normalized 8-point, the 7-point, and the 5-point algorithms are normally adopted to perform the estimation, each of which has distinct performance characteristics. Given unique needs and challenges associated to civil infrastructure SFM scenarios, selection of the proper algorithm directly impacts the structure reconstruction results. In this paper, a comparison study of the aforementioned algorithms is conducted to identify the most suitable algorithm, in terms of accuracy and reliability, for reconstructing civil infrastructure. The free variables tested are baseline, depth, and motion. A concrete girder bridge was selected as the "test-bed" to reconstruct using an off-the-shelf camera capturing imagery from all possible positions that maximally the bridge's features and geometry. The feature points in the images were extracted and matched via the SURF descriptor. Finally, camera motions are estimated based on the corresponding image points by applying the aforementioned algorithms, and the results evaluated.

CO2-gasification of a lignite coal in the presence of an iron-based oxygen carrier for chemical-looping combustion

Chemical-looping combustion (CLC) has the inherent property of separating the product CO2 from flue gases. Instead of air, it uses an oxygen carrier, usually in the form of a metal oxide, to provide oxygen for combustion. All techniques so far proposed for chemical looping with solid fuels involve initially the gasification of the solid fuel in order for the gaseous products to react with the oxygen carrier. Here, the rates of gasification of coal were compared when gasification was undertaken in a fluidised bed of either (i) an active Fe-based oxygen carrier used for chemical looping or (ii) inert sand. This enabled an examination of the ability of chemical looping materials to enhance the rate of gasification of solid fuels. Batch gasification and chemical-looping combustion experiments with a German lignite and its char are reported, using an electrically-heated fluidised bed reactor at temperatures from 1073 to 1223 K. The fluidising gas was CO2 in nitrogen. The kinetics of the gasification were found to be significantly faster in the presence of the oxygen carrier, especially at temperatures above 1123 K. A numerical model was developed to account for external and internal mass transfer and for the effect of the looping agent. The model also included the effects of the evolution of the pore structure at different conversions. The presence of Fe2O3 led to an increase in the rate of gasification because of the rapid oxidation of CO by the oxygen carrier to CO2. This resulted in the removal of CO and maintained a higher mole fraction of CO2 in the mixture of gas around the particle of char, i.e. within the mass transfer boundary layer surrounding the particle. This effect was most prominent at about 20% conversion when (i) the surface area for reaction was at its maximum and (ii) because of the accompanying increase in porosity and pore size, intraparticle resistance to gas mass transfer within the particle of char had fallen, compared with that in the initial particle. Excellent agreement was observed between the rates predicted by the numerical model and those observed experimentally. ©2013 Elsevier Ltd. All rights reserved.

Einfallstor in die Sowjetunion: Die Besatzung Deutschlands und die Aussp?hung der UdSSR durch den britischen Nachrichtendienst?

Maddrell, John, 'Einfallstor in die Sowjetunion: Die Besatzung Deutschlands und die Aussp?hung der UdSSR durch den britischen Nachrichtendienst', Vierteljahrshefte f?r Zeitgeschichte (2003) 51(2) pp.183-227 RAE2008

Sy abl fodd Sibli fain: Sibyl in Medieval Wales

Haycock, Marged, 'Sy abl fodd Sibli fain: Sibyl in Medieval Wales', In: Heroic Poets and Poetic Heroes in Celtic Tradition, Joseph Falaky Nagy and Leslie Ellen Jones (eds), (Dublin: Four Courts Press), pp.115-130, 2005 RAE2008

Kazimierz Kaczmarczyk (1878-1966). Archiwista i historyk

Wydział Historyczny: Instytut Historii

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