Tecnologias da informação e da comunicação e a polêmica sobre direito autoral: o caso Google Book Search

Anotamos, neste trabalho, reflexões sobre as conseqüências das Tecnologias da Informação e da Comunicação (TICs) para o direito autoral e sobre os atores do processo informativo. Partimos da lei do direito autoral vigente no Brasil, perguntando-nos como tais normas protegem as obras intelectuais no contexto digital e até que ponto há legalidade e legitimidade na digitalização de livros protegidos, disponibilizados on-line, tomando como exemplo o caso "Google Book Search". Constatamos que a lei atual pouco defende os direitos dos autores e dos leitores, pois se volta para a proteção dos interesses privados comerciais, e que a sociedade civil encontra formas de ampliar o fluxo comunicativo em decorrência da facilidade de reprodução e distribuição de cópias de obras intelectuais proporcionada pelas TICs.

Low-Cost Rural Surface Alternatives: Literature Review and Recommendations, TR-632, 2013

Freezing and thawing action induces damage to unbound gravel roads in Iowa resulting in maintenance costs for secondary road departments. Some approaches currently used by County Engineers to deal with this problem include temporarily spreading rock on the affected areas, lowering or improving drainage ditches, tiling, bridging the area with stone and geosynthetic covered by a top course of aggregate or gravel, coring boreholes and filling them with calcium chloride to melt lenses and provide drainage, and re-grading the crown to a slope of 4% to 6% to maximize spring drainage. However, most of these maintenance solutions are aimed at dealing with conditions after they occur. This study was tasked with identifying alternative approaches in the literature to mitigate the problem. An annotated bibliographic record of literature on the topic of frost-heave and thaw-weakening of gravel roads was generated and organized by topic, and all documents were assessed in terms of a suitable rating for mitigating the problem in Iowa. Over 300 technical articles were collected and selected down to about 150 relevant articles for a full assessment. The documents collected have been organized in an electronic database, which can be used as a tool by practitioners to search for information regarding the various repair and mitigation solutions, measurement technologies, and experiences that have been documented by selected domestic and international researchers and practitioners. Out of the 150+ articles, 71 articles were ranked as highly applicable to conditions in Iowa. The primary mitigation methods identified in this study included chemical and mechanical stabilization; scarification, blending, and recompaction; removal and replacement; separation, and reinforcement; geogrids and cellular confinement; drainage control and capillary barriers, and use of alternative materials. It is recommended that demonstration research projects be established to examine a range of construction methods and materials for treating granular surfaced roadways to mitigate frost-heave and thaw-weakening problems. Preliminary frost-susceptibility test results from ASTM D5916 are included for a range of Iowa materials.

Retrofit Methods for Distortion Cracking Problems in Plate Girder Bridges, TR-436, 2003

This report is formatted to independently present four individual investigations related to similar web gap fatigue problems. Multiple steel girder bridges commonly exhibit fatigue cracking due to out-of-plane displacement of the web near the diaphragm connections. This fatigue-prone web gap area is typically located in negative moment regions of the girders where the diaphragm stiffener is not attached to the top flange. In the past, the Iowa Department of Transportation has attempted to stop fatigue crack propagation in these steel girder bridges by drilling holes at the crack tips. Other nondestructive retrofits have been tried; in a particular case on a two-girder bridge with floor beams, angles were bolted between the stiffener and top flange. The bolted angle retrofit has failed in the past and may not be a viable solution for diaphragm bridges. The drilled hole retrofit is often only a temporary solution, so a more permanent and effective retrofit is required. A new field retrofit has been developed that involves loosening the bolts in the connection between the diaphragm and the girders. Research on the retrofit has been initiated; however, no long-term studies of the effects of bolt loosening have been performed. The intent of this research is to study the short-term effects of the bolt loosening retrofit on I-beam and channel diaphragm bridges. The research also addressed the development of a continuous remote monitoring system to investigate the bolt loosening retrofit on an X-type diaphragm bridge over a number of months, ensuring that the measured strain and displacement reductions are not affected by time and continuous traffic loading on the bridge. The testing for the first three investigations is based on instrumentation of web gaps in a negative moment region on Iowa Department of Transportation bridges with I-beam, channel, and X-type diaphragms. One bridge of each type was instrumented with strain gages and deflection transducers. Field tests, using loaded trucks of known weight and configuration, were conducted on the bridges with the bolts in the tight condition and after implementing the bolt loosening retrofit to measure the effects of loosening the diaphragm bolts. Long-term data were also collected on the X-diaphragm bridge by a data acquisition system that collected the data continuously under ambient truck loading. The collected data were retrievable by an off-site modem connection to the remote data acquisition system. The data collection features and ruggedness of this system for remote bridge monitoring make it viable as a pilot system for future monitoring projects in Iowa. Results indicate that loosening the diaphragm bolts reduces strain and out-of-plane displacement in the web gap, and that the reduction is not affected over time by traffic or environmental loading on the bridge. Reducing the strain in the web gap allows the bridge to support more cycles of loading before experiencing fatigue, thus increase the service life of the bridge. Two-girder floor beam bridges may also exhibit fatigue cracking in girder webs.

Problems of Bridge Supporting and Expansion Devices and an Experimental Comparison of the Dynamic Behavior of Rigid and Elastomeric Bearings, HR-105, 1965

The design of satisfactory supporting and expansion devices for highway bridges is a problem which has concerned bridge design engineers for many years. The problems associated with these devices have been emphasized by the large number of short span bridges required by the current expanded highway program of expressways and interstate highways. The initial objectives of this investigation were: (1) To review and make a field study of devices used for the support of bridge superstructures and for provision of floor expansion; (2) To analyze the forces or factors which influence the design and behavior of supporting devices and floor expansion systems; and (3) To ascertain the need for future research particularly on the problems of obtaining more economical and efficient supporting and expansion devices, and determining maximum allowable distance between such devices. The experimental portion was conducted to evaluate one of the possible simple and economical solutions to the problems observed in the initial portion. The investigation reported herein is divided into four major parts or phases as follows: (1) A review of literature; (2) A survey by questionnaire of design practice of a number of state highway departments and consulting firms; (3) Field observation of existing bridges; and, (4) An experimental comparison of the dynamic behavior of rigid and elastomeric bearings.

La Participación de los estudiantes en la universidad: dificultades percibidas y propuestas de mejora = Student participation in the university: perceived problems and proposals for improvement

Este artículo se centra en el análisis de la participación de los estudiantes en el gobierno de la universidad y muestra específicamente las principales dificultades que hay para ella y las propuestas que pueden facilitar la implicación de los estudiantes en el funcionamiento de las universidades. A partir de una investigación desarrollada durante los cursos 2007-08 y 2008-09, en la que se utilizaron cuestionarios y grupos de discusión con estudiantes y entrevistas dirigidas al profesorado, se obtiene información sobre los principales obstáculos para la participación estudiantil. El estudio realizado muestra que, de acuerdo con la tónica general reflejada en otras investigaciones sobre esta misma temática en nuestro contexto, la participación de los estudiantes en los distintos estamentos universitarios es escasa. Ahora bien, la metodología seguida en esta investigación permite contrastar las opiniones de los estudiantes con las percepciones del profesorado y obtener así matices significativos que muestran las principales direcciones que hay que tomar para facilitar un cambio de orientación en el asunto. Los cambios que debemos emprender están relacionados no solo con la mejora de los mecanismos de información acerca de los canales de participación, sino también con el replanteamiento de los procesos participativos por parte de la universidad, así como del papel del profesorado y, específicamente, de los coordinadores de los órganos de gestión más próximos a los estudiantes. En las conclusiones del documento se presentan las propuestas de mejora dirigidas a potenciar la implicación de los estudiantes en el funcionamiento universitario. Entre ellas se apuntan las siguientes: mejorar la información y los canales de comunicación con los estudiantes, mejorar los procesos electorales, ofrecer formación a los estudiantes para la participación y formación al profesorado acerca de las metodologías, recursos e instrumentos que pueden repercutir en la motivación de los estudiantes

Revisió sobre l’eficàcia de les intervencions dirigides a cuidadors informals de malalts amb demència per a reduir els nivells de morbiditat psicològica

Revisió sobre l’eficàcia de les intervencions dirigides a cuidadorsinformals de malalts amb demència per a reduir els nivells de morbiditatpsicològicaAntecedentsL’envelliment de la població està relacionat amb l’augment de la prevalença dedemències tals com la malaltia d’Alzheimer. El caràcter progressiu, incapacitanti irreversible de la malaltia d’Alzheimer comporta dependència i demanda,obligant l’aparició d’un cuidador informal per cobrir les necessitats del malalt.Amb l’evolució de la malaltia, augmenta l’exigència de les cures i el cuidador esveu en risc de patir alteracions a qualsevol nivell, principalment a nivellpsicològic.Objectius1. Avaluar l’efectivitat de les intervencions dirigides a cuidadors informals depersones amb demència per a reduir la morbiditat psicològica, segons latipologia de les intervencions i els seus components.2. Avaluar l’efectivitat de les intervencions dirigides a cuidadors informals depersones amb demència per a reduir la morbiditat psicològica, segons lescaracterístiques sociodemogràfiques del cuidador i la persona que rep lescures, el tipus de càrrega i els instruments de mesura.Material i mètodesEs va realitzar una revisió bibliogràfica en les bases de dades: MEDLINEPubMed, CSIC-IME, CUIDEN i Biblioteca Cochrane Plus sobre lesintervencions dirigides a cuidadors informals de demència o Alzheimerd’estudis publicats entre el gener de 2002 i febrer de 2013. Els criteris d’inclusióvan ser: cuidadors informals que convisquessin amb la persona a qui donen lescures i sense remuneració econòmica, persones amb demència o Alzheimer noinstitucionalitzades, intervencions comparades entre un grup experimental i ungrup control, prioritat per revisions sistemàtiques i metanàlisis. La mostra finalla van composar 7 estudis.ResultatsLes diferents intervencions analitzades van mostrar dades estadísticamentsignificatives tot i produir efectes discrets en les diferents variables demorbiditat psicològica. Les intervencions psicoeducatives i les intervencionsdirigides als pacients van resultar efectives en la millora de la sensació debenestar i la simptomatologia del malalt. Les intervencions psicològiques vanincidir en la sobrecàrrega i la depressió. Les intervencions de suport vanproduir un augment dels coneixements, habilitats i de la xarxa social delcuidador. El dia de descans va disminuir l’estrès, l’ansietat i la càrrega objectivaperò els efectes van ser a curt termini. Les intervencions múltiplesestructurades van mostrar una disminució del risc d’institucionalització. Lesintervencions centrades en la resolució de problemes, superiors a 6 sessions oaquelles que havien realitzat seguiment, van mostrar efectes a llarg termini finsals 12 mesos. Altres intervencions pràctiques com les realitzades al domicili oamb tecnologia, no van mostrar suficient evidència científica. El sexe i l’edat delcuidador així com la relació de parentesc amb el malalt van mostrar diferènciesen els efectes de les intervencions.ConclusionsLes intervencions s’han de planificar en funció de les necessitats del cuidadorja que no hi ha cap intervenció que incideixi en totes les variables de morbiditatpsicològica. La variabilitat de tipologia i composició de les intervencions, lesdiferències sociodemogràfiques del cuidador i la persona que rep les cures i lescaracterístiques dels estudis influeixen en l’heterogeneïtat de resultats de larevisió. Aquests fets limiten la contundència de resultats pel que cal seguirinvestigant

Line search multilevel optimization as computational methods for dense optical flow

We evaluate the performance of different optimization techniques developed in the context of optical flow computation with different variational models. In particular, based on truncated Newton methods (TN) that have been an effective approach for large-scale unconstrained optimization, we de- velop the use of efficient multilevel schemes for computing the optical flow. More precisely, we evaluate the performance of a standard unidirectional mul- tilevel algorithm - called multiresolution optimization (MR/OPT), to a bidrec- tional multilevel algorithm - called full multigrid optimization (FMG/OPT). The FMG/OPT algorithm treats the coarse grid correction as an optimiza- tion search direction and eventually scales it using a line search. Experimental results on different image sequences using four models of optical flow com- putation show that the FMG/OPT algorithm outperforms both the TN and MR/OPT algorithms in terms of the computational work and the quality of the optical flow estimation.