ENCORE: Enhanced Galileo code receiver for surveying applications

In this paper we describe the development of a low-cost high-accuracy Galileo Code receiver, user application software and positioning algorithms for land management applications, which have been implemented using a dedicated FPGA board and dual frequency Galileo E5/L1 Radio Frequency Front-End. The current situation of rural property surveying in Brazil is described and the use of code measurements from the new Galileo signals E5 AltBOC combined with E1 MBOC for use in land management applications is explored. We explain how such approach is expected to allow delivering an absolute positioning solution which could bridge the gap between receivers of high cost/complexity/accuracy based on carrier phase and receivers of lower cost/accuracy based on pseudorange observables. The system is presented together with a detailed description of main components: the Code Receiver and the Application Software. The work presented is part of an ongoing European-Brazilian consortium effort to explore the use of new Galileo for land management applications in Brazil and sponsored by the GNSS Supervisory Authority (GSA).

Reformas del esquema de gestión de la CEPAL: delegación de autoridad y rendición de cuentas = Reform of the ECLAC management scheme: delegation of authority and accountability = Réforme du mécanisme de gestion de la CEPALC: délégation de pouvoirs et justification de l'emploi des fonds

Incluye Bibliografía

Autoridad específica, endoso, apoyo y otras acciones solicitadas al CDCC en conexión con el programa de trabajo del Secretariado = Specific authority, endorsement, support and other action requested from CDCC in connection with the Secretariat's work programme

Sugiere algunos puntos para ser considerados en la implementacion del programa de trabajo del CDCC.

Ejecución del programa de trabajo del CDCC: prioridades, programa de trabajo del CDCC, autoridad específica, endoso, apoyo y otras acciones solicitadas al CDCC con respecto al programa de trabajo del Secretariado = Implementation of the work programme of the CDCC: priorities, work programme of the CDCC, specific authority, endorsement, support and other action requested from CDCC in connection with the Secretariat's work programme

Presenta las actividades de cooperacion tecnica entre los paises en desarrollo, realizadas por el CDCC en lo que se refiere al campo de la informacion y a los sectores agricola, social, educacion, transporte y comunicaciones, comercio internacional y finanzas, energia y recursos naturales.

Informe de la Reunión del Grupo de Expertos Asesor del Grupo Latinoamericano en la Comisión Preparatoria de la Autoridad Internacional de los Fondos Marinos y del Tribunal Internacional del Derecho del Mar = Report of the Meeting of the Ad-hoc Advisory Expert Group of the Latin American Group in the Preparatory Commission for the International Sea-Bed Authority and for the International Tribunal for the Law of the Sea

Contiene la asistencia, organización de los trabajos y resumen de los debates de la reunión convocada con el propósito de analizar fórmulas para el fortalecimiento de la capacidad negociadora de los grupos latinoamericanos en foros internacionales relacionados con el desarrollo de los recursos marinos.

Reproductive phenology and fruit production on a land bridge island in the brazilian atlantic forest

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Caribbean Information System for Economic and Social Planning (CARISPLAN): Institution Authority File

Breve reseña del archivo de autoridad de autores institucionales del Sistema de Información para el Caribe en Materia de Planificación Económica y Social.

Institutional Authority File

Contiene la lista de autores institucionales del Centro de Documentación de CEPAL, Puerto España.

La evaluación social de proyectos y la estimación del impacto ambiental: un puente teórico necesario pero complicado = Social project appraisal and environmental impact assessment: a necessary but complicated theoretical bridge

Incluye Bibliografía

Bias na Representação de Assunto: Uma Discussão de Oposições Binárias nos Functional Requirements for Subject Authority Data (FRSAD)

Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

Metadata Authority Description Schema (MADS): uma alternativa à utilização do formato MARC 21 para dados de autoridade

Introduction: Authority records interchange requires establishing and using metadata standards, such as MARC 21 Format for Authority Data, format used by several cataloging agencies, and Metadata Authority Description Schema (MADS), that has received little attention and it is a little widespread standard among agencies. Purpose: Presenting an introductory study about Metadata Authority Description Schema (MADS). Methodology: Descriptive and exploratory bibliographic research. Results: The paper address the MADS creation context, its goals and its structure and key issues related to conversion of records from MARC 21 to MADS. Conclusions: The study concludes that, despite its limitations, MADS might be used to create simple authority records in Web environment and beyond libraries context.

Endodontics pastes formulated with copaiba oil: action on oral microbiota and dentin bridge formation in dogs

This study analysed the effect of pastes formulated with calcium hydroxide P.A. and different vehicles (saline solution - paste A and Copaifera langsdorffii Desfon oil - paste B) on oral microorganisms and dentin bridge formation in dogs. The antimicrobial action of the pastes and their components was analysed by the minimum inhibitory concentration in agar gel technique. The components were diluted and tested on fifteen standard strains of microorganisms associated with endodontic diseases. The microorganisms were cultivated and after incubation data was analysed using One-Way ANOVA and Turkey's test (P≤0.05). Four superior incisors of ten animals were used to evaluate dentin bridge formation. Two incisors were capped with paste A (GA) and two with paste B (GB). After 90 days, the teeth were extracted for histological analysis and the degree of dentin bridge formation evaluated. Data was analysed by the Kruskal-Wallis test (P<0.05). The pastes and their components were classified in the following decreasing order of antimicrobial action: calcium hydroxide P.A., paste A, paste B and Copaifera langsdorffii Desfon oil. Calcium hydroxide P.A. showed significantly higher antimicrobial action than the pastes or their vehicles. No significant difference was observed between the two pastes in dentin bridge formation. Based on the microorganisms studied, it can be concluded that the pastes analysed showed similar antimicrobial potential but differed significantly from their individual components. No significant difference was observed in dentin bridge formation between the different pastes tested.

Impact of Bottom Flange Confinement Reinforcement on Performance of Prestressed Concrete Bridge Girders

For many years AASHTO provided no recommendation to state DOT’s on bottom flange confinement reinforcement for their bridge superstructures. The 1996 edition of AASHTO Standard Specification for Highway Bridges stated that nominal reinforcement be placed to enclose the prestressing steel from the end of the girder for at least a distance equal to the girder’s height. A few years later the 2004 AASHTO LRFD Bridge Design Specification changed the distance over which the confinement was to be distributed from 1.0h to 1.5h, and gave minimum requirements for the amount of steel to be used, No.3 bars, and their maximum spacing, not to exceed 6”. Research was undertaken to study what impact, if any, confinement reinforcement has on the performance of prestressed concrete bridge girders. Of particular interest was the effect confinement had on the transfer length, development length, and vertical shear capacity of the fore mentioned members. First, an analytical investigation was performed on the subject, and then an experimental investigation followed which consisted of designing, fabricating, and testing eight tee-girders and three NU1100 girders with particular attention paid to the amount and distribution of confinement reinforcement placed at the end of each girder. The results of the study show: 1) neither the amount or distribution of confinement reinforcement had a significant effect on the initial or final transfer length of the prestress strands; 2) at the AASHTO calculated development length, no significant impact from confinement was found on either the nominal flexural capacity of bridge girders or bond capacity of the prestressing steel; 3) the effects from varied confinement reinforcement on the shear resistance of girders tested was negligible, however, distribution of confinement did show to have an impact on the prestressed strands’ bond capacity; 4) confinement distribution across the entire girder did increase ductility and reduced cracking under extreme loading conditions.