Relações existentes entre o desempenho motor das habilidades locomotoras e o seu envolvimento no bullying escolar em crianças de 10 a 12 anos

Relatório de estágio de mestrado em Ensino de Educação Física nos Ensinos Básico e Secundário

Bullying escolar: da midiatização à invisibilidade. A (im)potência institucional diante do sofrimento ou das possibilidades de inclusão nas interações entre crianças

O presente artigo é o recorte de um estudo produzido numa escola pública portuguesa, com três turmas: pré-escola, 1º e 3º ano. Aborda crítica e propositivamente o contexto socializador institucional, com especial atenção a prática de bullying entre pares. O Material levantado através de grupos focais com crianças, observações do cotidiano escolar e, entrevistas à educadora, professores, assistente e auxiliares, revela o bullying enquanto fenômeno ativo nas três turmas. Entretanto, o discurso adulto, docente e da equipe técnica, exceção do que observa um professor, é coeso na referencia a um ambiente escolar livre dessa forma de violência. As narrativas infantis reconhecem-nas e, inicialmente as circunscrevem aos pares de etnia cigana, posteriormente, e nos desdobramentos da dialogicidade estabelecida, tratam de um protagonismo alargado para além de fatores étnicos, e, na primeira pessoa. Os dados gerados indicam haver relações entre um modelo escolar centrado no trabalho individual e no mérito acadêmico com os papeis sociais de cada criança. Baixo desempenho acadêmico e desinvestimento docente estão presentes no perfil das crianças vitimadas. Nos recreios, tempos e espaços preferidos pelas crianças, o que não representa menor investimento ou valor às ações e compromissos implicados no exercício do ofício de aluno, atos de bullying são facilmente perceptíveis. Órfãos do olhar curioso e interessado nas culturas infantis, produzidas no brincar, são um campo previsível de violências entre os pares. Também permitem observar um núcleo comum às crianças diretamente envolvidas com o bullying: vítimas e agressores enfrentam dificuldades para participar, com pleno envolvimento lúdico, de jogos e de brincadeiras. Perceber a criança real, nas suas especificidades, competências e direito de participação é um desafio posto a escola, não só para fazer frente às diversas formas de violência, mas especialmente para promover uma socialização inclusiva, de bem estar e de respeito ao que é próprio da infância.

Experimental analysis of the cyclic response of traditional timber joints and their influence on the seismic capacity of timber frame structures

Timber connections represent the crucial part of a timber structure and a great variability exists in terms of types of connections and mechanisms. Taking as case study the widespread traditional timber frame structures, in particular the Portuguese Pombalino buildings, one of the most common timber connection is the half-lap joint. Connections play a major role in the overall behaviour of a structure, particularly when assessing their seismic response, since damage is concentrated at the connections. For this reason, an experimental campaign was designed and distinct types of tests were carried out on traditional half-lap joints to assess their in-plane response. In particular, pull-out and in-plane cyclic tests were carried out on real scale unreinforced connections. Subsequently, the connections were retrofitted, using strengthening techniques such as self-tapping screws, steel plates and GFRP sheets. The tests chosen were meant to capture the hysteretic behaviour and dissipative capacity of the connections and characterise their response and, therefore, their influence on the seismic response of timber frame walls, particularly concerning their uplifting and rotation capacity, that could lead to rocking in the walls. In this paper, the results of the experimental campaign are presented in terms of hysteretic curves, dissipated energy and equivalent viscous damping ratio. Moreover, recommendations are provided on the most appropriate retrofitting solutions.

Seismic behaviour of traditional timber frame walls: experimental results on unreinforced walls

Timber frame buildings are well known as an efficient seismic resistant structure and they are used worldwide. Moreover, they have been specifically adopted in codes and regulations during the XVIII and XIX centuries in the Mediterranean area. These structures generally consist of exterior masonry walls with timber elements embedded which tie the walls together and internal walls which have a timber frame with masonry infill and act as shearwalls. In order to preserve these structureswhich characterizemany cities in theworld it is important to better understand their behaviour under seismic actions. Furthermore, historic technologies could be used even in modern constructions to build seismic resistant buildings using more natural materials with lesser costs. Generally, different types of infill could be applied to timber frame walls depending on the country, among which brick masonry, rubble masonry, hay and mud. The focus of this paper is to study the seismic behaviour of the walls considering different types of infill, specifically: masonry infill, lath and plaster and timber frame with no infill. Static cyclic tests have been performed on unreinforced timber frame walls in order to study their seismic capacity in terms of strength, stiffness, ductility and energy dissipation. The tests showed how in the unreinforced condition, the infill is able to guarantee a greater stiffness, ductility and ultimate capacity of the wall.

Application of near surface mounted (NSM) strengthening technique to traditional timber frame walls

Timber frame buildings are well known as an efficient seismic resistant structure popular all over the world not only due to their seismic performance, but also to their low cost and the strength they offer. These constructions still exist today and it is important to be able to preserve them, so a better knowledge on their behaviour is sought. Furthermore, historic technologies could be used even in modern constructions to build seismic resistant buildings using more natural materials with lesser costs. A great rehabilitation effort is being carried out on this type of buildings, as their neglect has led to decay or their change in use and alterations to the structure has led to the need to retrofit such buildings; only recently studies on their behaviour have become available and only a few of them address the issue of possible strengthening techniques for this kind of walls. In this scope, an innovative retrofitting technique (near surface mounted steel flat bars) is proposed and validated on traditional timber frame walls based on an extensive experimental program. The results of the static cyclic tests on distinct wall typologies retrofitted with the NSM technique are herein presented and discussed in detail. The main features on deformation, lateral stiffness, lateral resistance and seismic performance indexes are analysed

Traditional timber frame walls: mechanical behavior analysis and retrofitting

Timber frame construction is characteristic of several historic city centres as well as of vernacular architecture in several countries around the world, either motivated by the availability of materials and construction traditions or by the need of reducing the seismic vulnerability of buildings, namely in south European countries, where this construction technique was adopted for seismic-resistance purposes. From past earthquakes, it has been seen that timber frame construction can be viewed as an interesting technology as it has exhibited a very reasonable behaviour when compared to other traditional construction techniques such as masonry walls. This chapter provides an overview of the main insights on the seismic performance of timber frame buildings from the evidences of past earthquakes and provides the main results of recent research focused on the in-plane cyclic behavior of timber frame walls with distinct geometrical configurations. Additionally, the main seismic performance indexes of timber frame walls, both unreinforced and retrofitted, are presented and discussed in detail.

Estudo exploratório sobre as concepções e estratégias de intervenção de professores em face do bullying escolar

Este estudo qualitativo objetivou identificar o conhecimento de professores do 6º ano do ensino fundamental sobre o bullying e as intervenções por eles desenvol- vidas. Participaram dez professores, e os dados foram coletados por meio de questio- nários estruturados. As análises seguiram os pressupostos da análise de conteúdo, em sua modalidade temática. Verificou-se, nos resultados, uma compreensão insuficiente dos professores que incidia na capacidade de identificação e na maneira como intervi- nham nos episódios de bullying entre os alunos. Depreende-se que o bullying constitui um aspecto importante a ser trabalhado com os professores, considerando a proximi- dade com a questão e o papel essencial que podem assumir no seu enfrentamento.

Extraction and characterization of polysaccharides from non-traditional Brazilian Amazon sources

[Excerpt] Cupuassu (Theobroma grandiflorum), tucumã (Astrocaryum aculeatum), peach palm (Bactris gasipaes) and abricó (American Mammea L.) are exotic fruits found in the Brazilian Amazon rainforest. All of them are well known by the native populations, and for centuries the pulps have been used in the production of juices, deserts, jams, syrups, and alcoholic beverages, among others. Additionally, the fruit seeds have been used as animal feed, fertilizers or to plant new seedlings, but a great part of these seeds are usually discarded. (...)