O dispositivo alta nos Centros de Atenção Psicossocial/CAPS : loucura, vida cotidiana e organização social

The present paper proposes an analysis about the Brazilian Psychiatric Reform as a public policy and deriving from a research developed with the workers of a Psychosocial Attention Centre III (CAPS III) and the managers of the Psychosocial Attention Web (REAP) in Aracaju. This analysis is developed as an investigation of the discharge at those services, understood not as a procedure, but as a dispositive from which different elements can be articulated: users, knowledge, technical procedures, police measures, juridical decisions, laws, services edifying. This, form the background of the articulation between mental alienation and the subject of right alienation, in the ways through which this articulation develops to the relations between madness,citizenship, internment and substitutive practices. Our investigation about the discharge as a dispositive was built with some narrative constructions, as a discourse analysis inspired by Michel Foucault s method, from the perspective of some of the main dispositive operators: workers and managers. The main aspect observed were: the articulations built by the discharge as a dispositive based on two discursive grate, the Reform as a new treatment substituting internship, and the Reform as juridical insertion and users rights practice; the exercise of these discursive grades based on the workers and managers perspective; the transference of limitations and contradictions of these grades to the competence of the dispositive operators, emerged in an outstanding way, as sometimes those operators are liable for the emergent limitations and difficulties, and some other times they are restrained by their institutional role, which is to maintain the domination relations articulated by the dispositive; finally, some aspects extracted which the dispositive operators - when they were expected to act in a way to maintain certain power relations - were capable to resist, managing other power relations from the dispositive, that we call, as Agamben, dispositive profanity

The use of CPT to evaluate the effect of helical pile installation in tropical soils

The uplift capacity of helical piles depends on the shear resistance of the soil above the helical plates. During helical pile installation, the soil traversed by the plates are sheared and displaced laterally, and consequently the soil structure is disturbed. Considering this fact, the aim of this paper is presenting the effect of helical piles installation in the soil mass by means of CPT tests carried out close to the soil cylinder above the pile helices. The CPT tests were performed at the CRHEA site from the Sao Carlos School of Engineering, Sao Carlos city, inland of Sao Paulo State, Brazil. In addition, an interpretation of CPT tests data for stratigrafic logging are presented and compared to Standard Penetration Tests (SPT) carried out at this site. This study showed that the CPT sleeve friction fs data were affected by the installation of helical pile in this particular tropical soil site. © 2013 Taylor & Francis Group.

Política de redução de danos, vulnerabilidade e sexualidade: a opinião de psicólogos que atuam na clinica e no centro de atenção psicossocial - CAPS

Pós-graduação em Psicologia do Desenvolvimento e Aprendizagem - FC

Ensaio de intercessão institucional em um CAPS – Centro de Atenção Psicossocial

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Análise das práticas discursivas no CAPS II - Frutal (MG): sobre a reforma psiquiátrica

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Discurso moderno e psiquiatria reformada: considerações sobre um Centro de Atenção Psicossocial (CAPS)

A presente dissertação tem o objetivo de discutir a relação entre um dos novos serviços de intervenção e cuidados sobre a loucura, o Centro de Atenção Psicossocial (CAPS), e o olhar psiquiátrico que se construiu ao longo do século XIX. O CAPS, amparado pelos preceitos da Reforma Psiquiátrica Brasileira, visa, tal como outros dispositivos, combater o modelo asilar de assistência à loucura que se deu ao longo dos séculos, sobretudo sustentado, a partir do período moderno, no discurso psiquiátrico que tomou a loucura como objeto de seu saber, transformando-a em doença mental. O método utilizado para investigação foi a observação participante que se deu através da presença direta da pesquisadora no campo de estudo, descrevendo os elementos que circunscreveram o objeto de pesquisa, tais como: oficinas terapêuticas, grupos de psicologia e de família, acolhimento, assembleias e demais atividades, coletivas ou individuais, que fazem parte da dinâmica própria do serviço investigado. Inicia com a descrição do objeto, CAPS II: Santa Izabel, desde sua implantação no município de Santa Izabel do Pará, em 2001, até suas configurações atuais. Em seguida fundamenta os preceitos da Reforma Psiquiátrica que regulamentam ideologicamente este serviço, situando as referências históricas que culminaram neste movimento reformista, a partir das contribuições teóricas foucaultianas sobre o poder psiquiátrico e transformação da loucura em doença, bem como referencia demais autores que se apropriaram desta temática no contexto europeu, brasileiro e paraense. A Psicanálise é tomada, nesta dissertação, como uma possibilidade de apostar no sujeito possível de advir e existir, destacando as contribuições de Freud e Lacan sobre a teoria psicanalítica da psicose. Finaliza com análise dos dados coletados, aproximados ao referencial bibliográfico, demonstrando que, apesar do CAPS propor a ruptura com o modelo asilar instituído pelo saber psiquiátrico, naquele século, várias ações que se sustentam nesse objetivo, atualizam práticas asilares que, ao invés de darem um novo lugar à loucura, reeditam o enclausuramento imposto aos sujeitos que vivenciavam tal experiência subjetiva. Conclui que o CAPS precisa problematizar e relativizar as exigências regulamentadas pela Reforma e por sua lei, para conseguir resistir ao saber medicalizante que se faz tanto presente quanto antes, e assim conseguir reinventar práticas, conceitos, e modos de existência à loucura.

Biomechanical Performance of Flexible Intramedullary Nails With End Caps Tested in Distal Segmental Defects of Pediatric Femur Models

Background: Unstable distal femoral fractures in children are challenging lesions with restricted surgical options for adequate stabilization. Elastic nails have become popular for treating femoral shaft fractures, yet they are still challenging for using in distal fractures. The aim of this study was to test whether end caps (CAP) inserted into the nail extremity improved the mechanical stabilization of a segmental defect at the distal femoral metaphyseal-diaphyseal junction created in an artificial pediatric bone model. Methods: Two 3.5-mm titanium elastic nails (TEN) were introduced intramedullary into pediatric femur models, and a 7.0-mm-thick segmental defect was created at the distal diaphyseal-metaphyseal junction. Nondestructive 4-point bending, axial-bending, and torsion tests were conducted. After this, the end caps were inserted into the external tips of the nails and then screwed into the bone cortex. The mechanical tests were repeated. Stiffness, displacement, and torque were analyzed using the Wilcoxon nonparametric test for paired samples. Results: In the combined axial-bending tests, the TEN + CAP combination was 8.75% stiffer than nails alone (P < 0.01); in torsion tests, the TEN + CAP was 14% stiffer than nails alone (P < 0.01). In contrast, the 4-point bending test did not show differences between the methods (P = 0.91, stiffness; P = 0.51, displacement). Thus, the end caps contributed to an increase in the construct stability for torsion and axial-bending forces but not for 4-point bending forces. Conclusions: These findings indicate that end caps fitted to elastic nails may contribute to the stabilization of fractures that our model mimics (small distal fragment, bone comminution, and distal bone fragment loss).

The ethical dimension f analyst's interventions facing institutional demands of CAPS

(The ethical dimension f analyst's interventions facing institutional demands of CAPS) Considering the complexities involved in setting up clinical work in the psychosocial field, analyst must question their own contributions toward improvements in this area. This issue is presented here as a considerable challenge, due to the limitations of psychoanalytic practice and, especially, the differences between conventional clinical practice and that carried out in institutional and political settings. From this perspective, we call attention to the notion of ethics as a differentiating and guiding concept for psychoanalytic practice in its contribution toward the treatment provided at CAPS.

Avaliação do processo de acolhimento em Saúde Mental na região centro-oeste do município de São Paulo: a relação entre CAPS e UBS em análise

Este trabalho relata a experiência de avaliação do acolhimento em saúde mental na cidade de São Paulo-SP, utilizando entrevistas com trabalhadores de um Centro de Atenção Psicossocial (CAPS) e duas Unidades Básicas de Saúde (UBS). Objetivou entender o acolhimento, considerando a percepção dos trabalhadores e identificando o vínculo e a articulação da rede nesse processo. Utilizou-se como método a hermenêutica filosófica, para identificar que elementos participantes do processo de acolhimento poderiam ser destacados. Procedeu-se à análise das narrativas a partir de três linhas de argumentação: vínculo, acolhimento e articulação da rede - resultando em quatro categorias: sensação de ausência; mistura de modelos; primazia em tecnologias duras; e ineficiência quanto à integralidade. A discussão apontou uma imbricação dessas categorias, colocando o investimento em tecnologias leves como centro do debate para a superação da sensação de ausência, da mistura dos modelos e para construção da integralidade do cuidado.

Numerical Model for the Dynamic Analysis of Pile Foundations

Programa de doctorado: Sistemas Inteligentes y Aplicaciones Numéricas en Ingeniería Instituto Universitario (SIANI)

BEM-FEM coupling model for the dynamic analysis of piles and pile groups

[EN] This paper shows a BEM-FEM coupling model for the time harmonic dynamic analysis of piles and pile groups embeddes in an elastic half-space. Piles are modelled using Finite Elements (FEM) as a beam according to the Bernoulli hypothesis, while the soil modelled using  Boundary Elements (BEM) as a continuum, semi-infinite, isotropic, homogeneous or zoned homogeneous, linear, viscoelastic medium.

Influence of type wave and angle of incidence on seismic bending moments in pile foundations.

[EN]When analysing the seismic response of pile groups, a vertically-incident wavefiel is usually employed even though it doesnot necessarily correspond to the worst case scenario. This work aims to study the influence of both type of seismic body wave and its angle of incidence on the dynamic response of pile foundations.

Influence of pile inclination angle on the dynamic properties and seismic response of piled structures.

[EN] This paper aims to contribute to clarify whether the use of battered piles has a positive or negative influence on the dynamic response of deep foundations and superstructures. For this purpose, the dynamic response of slender and non-slender structures supported on several configurations of 2X2 and 3X3 pile groups including battered elements is obtained through a procedure based on a substructuring model whick takes soil-structure interaction into account.

Safety factors in sheet pile wall design: considerations by using traditional methods and FEM analysis

The purpose of the work is: define and calculate a factor of collapse related to traditional method to design sheet pile walls. Furthermore, we tried to find the parameters that most influence a finite element model representative of this problem. The text is structured in this way: from chapter 1 to 5, we analyzed a series of arguments which are usefull to understanding the problem, while the considerations mainly related to the purpose of the text are reported in the chapters from 6 to 10. In the first part of the document the following arguments are shown: what is a sheet pile wall, what are the codes to be followed for the design of these structures and what they say, how can be formulated a mathematical model of the soil, some fundamentals of finite element analysis, and finally, what are the traditional methods that support the design of sheet pile walls. In the chapter 6 we performed a parametric analysis, giving an answer to the second part of the purpose of the work. Comparing the results from a laboratory test for a cantilever sheet pile wall in a sandy soil, with those provided by a finite element model of the same problem, we concluded that:in modelling a sandy soil we should pay attention to the value of cohesion that we insert in the model (some programs, like Abaqus, don’t accept a null value for this parameter), friction angle and elastic modulus of the soil, they influence significantly the behavior of the system (structure-soil), others parameters, like the dilatancy angle or the Poisson’s ratio, they don’t seem influence it. The logical path that we followed in the second part of the text is reported here. We analyzed two different structures, the first is able to support an excavation of 4 m, while the second an excavation of 7 m. Both structures are first designed by using the traditional method, then these structures are implemented in a finite element program (Abaqus), and they are pushed to collapse by decreasing the friction angle of the soil. The factor of collapse is the ratio between tangents of the initial friction angle and of the friction angle at collapse. At the end, we performed a more detailed analysis of the first structure, observing that, the value of the factor of collapse is influenced by a wide range of parameters including: the value of the coefficients assumed in the traditional method and by the relative stiffness of the structure-soil system. In the majority of cases, we found that the value of the factor of collapse is between and 1.25 and 2. With some considerations, reported in the text, we can compare the values so far found, with the value of the safety factor proposed by the code (linked to the friction angle of the soil).