Práticas de cuidados produzidas no serviço de residências terapêuticas: percorrendo os trilhos de retorno à sociedade

Esta pesquisa objetivou buscar a visão dos profissionais do Serviço de Residências Terapêuticas, sobre a prática de cuidado produzida neste dispositivo de atenção à saúde mental. Para isso, optou-se pela abordagem qualitativa, exploratória e analítica. Os instrumentos para a coleta de dados foram: formulário de observação sistemática, diário de campo e roteiro de entrevista semiestruturada, realizada com 10 profissionais atuantes nas residências. Como resultado, foi encontrado que o cuidado na moradia se dá de modo mais humanizado, valorizando a singularidade dos moradores, seus valores e crenças, tentando (re)estabelecer as relações sociais dos indivíduos e estimulá-los para a prática do autocuidado. Percebe-se que esse modo de atenção vem alcançando uma (re)cidadanização e valorização da vida dos sofredores psíquicos.

O estresse entre enfermeiros que atuam em Unidade de Terapia Intensiva

A presença de estresse tem sido verificada em diferentes profissionais e também entre enfermeiros de UTI, pelo fato de ser grande sua proximidade com os pacientes em sofrimento e com risco de morte. Esse fato se agrava devido à necessidade de cuidados diretos e intensivos. Este estudo, seguindo uma metodologia quantitativa, objetivou caracterizar os enfermeiros que desenvolvem suas atividades em UTI e verificar a presença de estresse entre eles. Para isso, vinte e um enfermeiros de UTIs de cinco hospitais do interior do estado de São Paulo responderam a um roteiro de perguntas direcionadas a sua caracterização e ao Inventário do Estresse em Enfermeiros. Os resultados mostraram que 57,1% dos enfermeiros estudados consideraram a UTI um local estressante e 23,8% deles apresentaram um escore elevado, indicando a presença de estresse. Tal fato demonstra que o estresse, mesmo sendo discutido desde longa data, ainda acomete esses profissionais, e as instituições ainda não oferecem atenção especial aos enfermeiros no sentido de promover sua saúde integral.

Problemas com a mama puerperal revelados por mães soropositivas

Em virtude da recomendação de não amamentar, a mulher soropositiva para o HIV poderá enfrentar problemas mamários. Objetivou-se conhecer situações vivenciadas e reveladas por mulheres HIV positivas, diante da não-amamentação. Estudo qualitativo, com 15 mulheres com HIV/Aids, realizado em ambulatório de um hospital referência em Fortaleza, Ceará. Entrevistas gravadas tiveram seus conteúdos transcritos e analisados. As mães revelaram problemas com as mamas após o parto, como o ingurgitamento e dores neste local. Informaram ter recebido orientação no pré-natal para não amamentar, mas não houve continuidade do cuidado no pós-parto. Foi reduzido o uso de inibidores da lactação e enfaixamento das mamas. Para orientar as puérperas soropositivas, os profissionais de saúde devem adotar medidas adequadas. Também os serviços de saúde necessitam ampliar estratégias para minimizar os problemas emocionais decorrentes da não-amamentação, bem como do desconforto na mama puerperal.

Qualidade assistencial na Divisão de Enfermagem Materno-Infantil de um Hospital Universitário na ótica de enfermeiros

O objetivo deste estudo foi analisar a qualidade assistencial na Divisão de Enfermagem Materno-Infantil do Hospital Universitário da USP, fundamentado no modelo Donabediano. Os dados foram obtidos em agosto de 2006, empregando-se um questionário, respondido por 55 sujeitos. A análise dos dados ocorreu segundo índices percentuais e testes específicos. O Alpha de Cronbach do instrumento foi 0,71, demonstrando confiabilidade. Na dimensão de estrutura, 98,2% dos enfermeiros consideraram adequado o local do carro de emergência e 63,6% apontaram dificuldades em participar das atividades educacionais. Em processo, 96,4% concordaram que o SAE é um instrumento de melhoria da qualidade, e 72,7% apontaram dificuldades na comunicação com os profissionais de saúde. Para resultado, 72,7% indicaram que a prescrição de enfermagem atende às necessidades dos usuários. A dimensão de estrutura obteve o pior escore, média de 38,5. Acredita-se que este estudo subsidie ações de melhoria da qualidade nas três dimensões, sobretudo, na de estrutura.

Chroma binary similarity and local alignment applied to cover song identification

We present a new technique for audio signal comparison based on tonal subsequence alignment and its application to detect cover versions (i.e., different performances of the same underlying musical piece). Cover song identification is a task whose popularity has increased in the Music Information Retrieval (MIR) community along in the past, as it provides a direct and objective way to evaluate music similarity algorithms.This article first presents a series of experiments carried outwith two state-of-the-art methods for cover song identification.We have studied several components of these (such as chroma resolution and similarity, transposition, beat tracking or Dynamic Time Warping constraints), in order to discover which characteristics would be desirable for a competitive cover song identifier. After analyzing many cross-validated results, the importance of these characteristics is discussed, and the best-performing ones are finally applied to the newly proposed method. Multipleevaluations of this one confirm a large increase in identificationaccuracy when comparing it with alternative state-of-the-artapproaches.

Development of Abutment Design Standards for Local Bridge Designs, Volume 1 of 3, Development of Design Methodology, August 2004

Several superstructure design methodologies have been developed for low volume road bridges by the Iowa State University Bridge Engineering Center. However, to date no standard abutment designs have been developed. Thus, there was a need to establish an easy to use design methodology in addition to generating generic abutment standards and other design aids for the more common substructure systems used in Iowa. The final report for this project consists of three volumes. The first volume (this volume) summarizes the research completed in this project. A survey of the Iowa County Engineers was conducted from which it was determined that while most counties use similar types of abutments, only 17 percent use some type of standard abutment designs or plans. A literature review revealed several possible alternative abutment systems for future use on low volume road bridges in addition to two separate substructure lateral load analysis methods. These consisted of a linear and a non-linear method. The linear analysis method was used for this project due to its relative simplicity and the relative accuracy of the maximum pile moment when compared to values obtained from the more complex non-linear analysis method. The resulting design methodology was developed for single span stub abutments supported on steel or timber piles with a bridge span length ranging from 20 to 90 ft and roadway widths of 24 and 30 ft. However, other roadway widths can be designed using the foundation design template provided. The backwall height is limited to a range of 6 to 12 ft, and the soil type is classified as cohesive or cohesionless. The design methodology was developed using the guidelines specified by the American Association of State Highway Transportation Officials Standard Specifications, the Iowa Department of Transportation Bridge Design Manual, and the National Design Specifications for Wood Construction. The second volume introduces and outlines the use of the various design aids developed for this project. Charts for determining dead and live gravity loads based on the roadway width, span length, and superstructure type are provided. A foundation design template was developed in which the engineer can check a substructure design by inputting basic bridge site information. Tables published by the Iowa Department of Transportation that provide values for estimating pile friction and end bearing for different combinations of soils and pile types are also included. Generic standard abutment plans were developed for which the engineer can provide necessary bridge site information in the spaces provided. These tools enable engineers to design and detail county bridge substructures more efficiently. The third volume provides two sets of calculations that demonstrate the application of the substructure design methodology developed in this project. These calculations also verify the accuracy of the foundation design template. The printouts from the foundation design template are provided at the end of each example. Also several tables provide various foundation details for a pre-cast double tee superstructure with different combinations of soil type, backwall height, and pile type.

Development of Abutment Design Standards for Local Bridge Designs, Volume 3 of 3, Verification of Design Methodology, August 2004

Several superstructure design methodologies have been developed for low volume road bridges by the Iowa State University Bridge Engineering Center. However, to date no standard abutment designs have been developed. Thus, there was a need to establish an easy to use design methodology in addition to generating generic abutment standards and other design aids for the more common substructure systems used in Iowa. The final report for this project consists of three volumes. The first volume summarizes the research completed in this project. A survey of the Iowa County Engineers was conducted from which it was determined that while most counties use similar types of abutments, only 17 percent use some type of standard abutment designs or plans. A literature review revealed several possible alternative abutment systems for future use on low volume road bridges in addition to two separate substructure lateral load analysis methods. These consisted of a linear and a non-linear method. The linear analysis method was used for this project due to its relative simplicity and the relative accuracy of the maximum pile moment when compared to values obtained from the more complex non-linear analysis method. The resulting design methodology was developed for single span stub abutments supported on steel or timber piles with a bridge span length ranging from 20 to 90 ft and roadway widths of 24 and 30 ft. However, other roadway widths can be designed using the foundation design template provided. The backwall height is limited to a range of 6 to 12 ft, and the soil type is classified as cohesive or cohesionless. The design methodology was developed using the guidelines specified by the American Association of State Highway Transportation Officials Standard Specifications, the Iowa Department of Transportation Bridge Design Manual, and the National Design Specifications for Wood Construction. The second volume introduces and outlines the use of the various design aids developed for this project. Charts for determining dead and live gravity loads based on the roadway width, span length, and superstructure type are provided. A foundation design template was developed in which the engineer can check a substructure design by inputting basic bridge site information. Tables published by the Iowa Department of Transportation that provide values for estimating pile friction and end bearing for different combinations of soils and pile types are also included. Generic standard abutment plans were developed for which the engineer can provide necessary bridge site information in the spaces provided. These tools enable engineers to design and detail county bridge substructures more efficiently. The third volume (this volume) provides two sets of calculations that demonstrate the application of the substructure design methodology developed in this project. These calculations also verify the accuracy of the foundation design template. The printouts from the foundation design template are provided at the end of each example. Also several tables provide various foundation details for a pre-cast double tee superstructure with different combinations of soil type, backwall height, and pile type.

Development of Abutment Design Standards for Local Bridge Designs, Volume 2 of 3, Design Manual, August 2004

Several superstructure design methodologies have been developed for low volume road bridges by the Iowa State University Bridge Engineering Center. However, to date no standard abutment designs have been developed. Thus, there was a need to establish an easy to use design methodology in addition to generating generic abutment standards and other design aids for the more common substructure systems used in Iowa. The final report for this project consists of three volumes. The first volume summarizes the research completed in this project. A survey of the Iowa County Engineers was conducted from which it was determined that while most counties use similar types of abutments, only 17 percent use some type of standard abutment designs or plans. A literature review revealed several possible alternative abutment systems for future use on low volume road bridges in addition to two separate substructure lateral load analysis methods. These consisted of a linear and a non-linear method. The linear analysis method was used for this project due to its relative simplicity and the relative accuracy of the maximum pile moment when compared to values obtained from the more complex non-linear analysis method. The resulting design methodology was developed for single span stub abutments supported on steel or timber piles with a bridge span length ranging from 20 to 90 ft and roadway widths of 24 and 30 ft. However, other roadway widths can be designed using the foundation design template provided. The backwall height is limited to a range of 6 to 12 ft, and the soil type is classified as cohesive or cohesionless. The design methodology was developed using the guidelines specified by the American Association of State Highway Transportation Officials Standard Specifications, the Iowa Department of Transportation Bridge Design Manual, and the National Design Specifications for Wood Construction. The second volume (this volume) introduces and outlines the use of the various design aids developed for this project. Charts for determining dead and live gravity loads based on the roadway width, span length, and superstructure type are provided. A foundation design template was developed in which the engineer can check a substructure design by inputting basic bridge site information. Tables published by the Iowa Department of Transportation that provide values for estimating pile friction and end bearing for different combinations of soils and pile types are also included. Generic standard abutment plans were developed for which the engineer can provide necessary bridge site information in the spaces provided. These tools enable engineers to design and detail county bridge substructures more efficiently. The third volume provides two sets of calculations that demonstrate the application of the substructure design methodology developed in this project. These calculations also verify the accuracy of the foundation design template. The printouts from the foundation design template are provided at the end of each example. Also several tables provide various foundation details for a pre-cast double tee superstructure with different combinations of soil type, backwall height, and pile type.

Sistema de Classificação de Pacientes Pediátricos: construção e validação de categorias de cuidados

A classificação de pacientes é essencial para o gerenciamento de uma unidade. Entretanto, a literatura não dispõe de conceituações de categorias de pacientes pediátricos. Os objetivos deste estudo foram definir e validar categorias de cuidado de pacientes pediátricos, de acordo com o grau de dependência da equipe de enfermagem. Utilizou-se revisão bibliográfica para definição das categorias de cuidado e a validação de conteúdo das categorias propostas foi realizada por um grupo de juízes envolvidos em assistência e gerência de unidades pediátricas e por juízes envolvidos em ensino e pesquisa de pediatria e construção de instrumentos de classificação de pacientes. Foram estabelecidas e validadas cinco categorias de cuidados: Mínimos, Intermediários, Alta dependência, Semi-intensivo e Intensivo. A validação das categorias de cuidado subsidiou a construção de um sistema de classificação de pacientes pediátricos que poderá contribuir para o processo de tomada de decisão do enfermeiro na prática gerencial e assistencial.

A experiência de vulnerabilidade da família da criança hospitalizada em Unidade de Cuidados Intensivos Pediátricos

Este estudo buscou compreender a experiência de vulnerabilidade da família da criança internada em Unidade de Cuidados Intensivos Pediátricos (UCIP). O Interacionismo Simbólico e o Conceito de Vulnerabilidade da Família foram utilizados como fundamentação para a compreensão dessa experiência. A Análise Qualitativa de Conteúdo foi o referencial metodológico aplicado. Os dados foram coletados por meio de entrevista e observação com 11 famílias de crianças hospitalizadas em uma UCIP de um hospital universitário, do Município de São Paulo. Emergiram seis categorias analíticas da experiência da família que, ao serem comparadas às categorias conceituais da Vulnerabilidade da Família, revelam os elementos definidores do conceito nesse contexto. Para a família, a internação de um filho em UCIP desencadeia sofrimento intenso, pois remete a possibilidade de uma perda definitiva. Assim, o poder e a autonomia da família em relação ao filho são diminuídos, intensificando o sentimento de vulnerabilidade.

Testing for local adaptation in brown trout using reciprocal transplants.

ABSTRACT: BACKGROUND: Local adaptation can drive the divergence of populations but identification of the traits under selection remains a major challenge in evolutionary biology. Reciprocal transplant experiments are ideal tests of local adaptation, yet rarely used for higher vertebrates because of the mobility and potential invasiveness of non-native organisms. Here, we reciprocally transplanted 2500 brown trout (Salmo trutta) embryos from five populations to investigate local adaptation in early life history traits. Embryos were bred in a full-factorial design and raised in natural riverbeds until emergence. Customized egg capsules were used to simulate the natural redd environment and allowed tracking the fate of every individual until retrieval. We predicted that 1) within sites, native populations would outperform non-natives, and 2) across sites, populations would show higher performance at 'home' compared to 'away' sites. RESULTS: There was no evidence for local adaptation but we found large differences in survival and hatching rates between sites, indicative of considerable variation in habitat quality. Survival was generally high across all populations (55% +/- 3%), but ranged from 4% to 89% between sites. Average hatching rate was 25% +/- 3% across populations ranging from 0% to 62% between sites. CONCLUSION: This study provides rare empirical data on variation in early life history traits in a population network of a salmonid, and large-scale breeding and transplantation experiments like ours provide powerful tests for local adaptation. Despite the recently reported genetic and morphological differences between the populations in our study area, local adaptation at the embryo level is small, non-existent, or confined to ecological conditions that our experiment could not capture.

Avaliação das ações educativas na promoção do autogerenciamento dos cuidados em diabetes mellitus tipo 2

O estudo visa avaliar as ações educativas na promoção do autogerenciamento dos cuidados em diabetes mellitus. Vinte e sete indivíduos com diabetes tipo 2, atendidos no programa educativo do hospital-escola de Belo Horizonte, Minas Gerais, foram acompanhados durante quatro meses no ano de 2008. As ações educativas nos grupos consistiam de três encontros mensais, nos quais eram desenvolvidas dinâmicas lúdicas e interativas, e o atendimento individual realizado por meio da educação dialógica. A avaliação foi feita mediante questionário específico: autogerenciamento dos cuidados e exames clínicos no tempo inicial e após quatro meses da intervenção. Os indivíduos tinham idade média de 60,9 ±8,4 anos; o tempo médio da doença de 8,7±6,7 anos, tinham Ensino Fundamental incompleto e renda familiar de um a três salários mínimos 55, 6% (27). Os resultados foram satisfatórios no teste de autogerenciamento dos cuidados. Observou-se redução nos níveis de HbA1c e que as ações educativas favoreceram o autocuidado e o autocontrole da doença.

Symbolic meaning of local identity – A case study on Barcelona place brand representation

The core objective of this research process was to design an operational tool for place brand analysis. By modelling the emotional significance and the deeper-lying symbols associated to a specific place identity I expected to create a semiotic tool that could be applied, mutatis mutandis, on other similar place brands. As a field case study to develop the instrument, my choice of the research arena was Barcelona city, the capital of Catalonia Autonomous Community, Spain. Barcelona brand identity was approached in the line of the Chicago Urban Anthropology School. The research methods were designed according to the prescriptions of the urban anthropology, namely qualitative methods: in-depth interviews and discourse analysis. The final research outcome was a model summarizing a range of specific emotional values that support a place brand to position in the collective mindset and to assume a positively valued status and identity in the world order.