Flebotomíneos (Díptera: Psychodidae) de uma Floresta Primária de Terra Firme da Estação Experimental de Silvicultura Tropical, Estado do Amazonas, Brasil

Estudos sobre o levantamento da fauna de flebótomos foram realizados numa floresta primária de terra firme da Estação Experimental de Silvicultura Tropical (EEST) do Instituto Nacional de Pesquisas da Amazônia (INPA), durante os meses de outubro de 1998 a março de 1999. Utilizando-se de armadilhas luminosas CDC colocadas a 1m, 10m e 20 metros de altura do solo, foram coletados 7.409 flebótomos, pertencentes a dois gêneros, Lutzomyia (99,98 %) e Brumptomyia (0,02%), abrangendo 39 espécies. Dentro do gênero Lutzomyia, os subgêneros mais representados foram Nyssomyia, com 39,43%, e Psychodopygus com 22,68%. O número de flebotomíneos coletados foi crescente, a partir do início da estação chuvosa.

In-plane and out-of plane experimental characterization of rc masonry infilled frames

Seismic investigations of typical south European masonry infilled frames were performed by testing two reduced scale specimens: one in the in-plane direction and another in the out-ofplane direction. Information about geometry and reinforcement scheme of those structures constructed in 1980s were obtained by [1]. The specimen to be tested in the in-plane direction was constructed as double leaf masonry while the specimen for testing in the out-of-plane direction is constructed with only its exterior leaf since the recent earthquakes have highlighted the vulnerability of the external leaf of the infills in out-of-plane direction [2]. The tests were performed by applying the pre-defined values of displacements in the in-plane and out-of-plane directions in the control points. For in-plane testing it was done by hydraulic actuator and for out-of-plane testing through the application of an airbag. Input and output air in the airbag was controlled by using a software to apply a specific displacement in the control point of the infill wall. Mid-point of the infill was assumed as a control point for outof- plane testing. Deformation and crack patterns of the infill confirm the formation of two-way arching mechanism of the masonry infill until collapse of the upper horizontal interface between infill and frame which is known as weakest interface due to difficulties in filling the mortar between bricks of last row and upper beam. This results in the crack opening through a welldefined path and the consequent collapse of the infill.

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.

Experimental assessment of an innovative strengthening material for brick masonry infills

The vulnerability of masonry infill walls has been highlighted in recent earthquakes in which severe inplane damage and out-of-plane collapse developed, justifying the investment in the proposal of strengthening solutions aiming to improve the seismic performance of these construction elements. Therefore, this work presents an innovative strengthening solution to be applied in masonry infill walls, in order to avoid brittle failure and thus minimize the material damage and human losses. The textilereinforced mortar technique (TRM) has been shown to improve the out-of-plane resistance of masonry and to enhance its ductility, and here an innovative reinforcing mesh composed of braided composite rods is proposed. The external part of the rod is composed of braided polyester whose structure is defined so that the bond adherence with mortar is optimized. The mechanical performance of the strengthening technique to improve the out-of-plane behaviour of brick masonry is assessed based on experimental bending tests. Additionally, a comparison of the mechanical behaviour of the proposed meshes with commercial meshes is provided. The idea is that the proposed meshes are efficient in avoiding brittle collapse and premature disintegration of brick masonry during seismic events.

O ensino experimental das ciências: mudança concetual a partir das conceções alternativas dos alunos do 1.º Ciclo do Ensino Básico

Relatório de estágio de mestrado em Educação Pré-Escolar e Ensino do 1.º Ciclo do Ensino Básico

The effects of solvent composition on the affinity of a peptide towards hair keratin: experimental and molecular dynamics data

The study of the interaction between hair filaments and formulations or peptides is of utmost importance in fields like cosmetic research. Keratin intermediate filaments structure is not fully described, limiting the molecular dynamics (MD) studies in this field although its high potential to improve the area. We developed a computational model of a truncated protofibril, simulated its behavior in alcoholic based formulations and with one peptide. The simulations showed a strong interaction between the benzyl alcohol molecules of the formulations and the model, leading to the disorganization of the keratin chains, which regress with the removal of the alcohol molecules. This behavior can explain the increase of peptide uptake in hair shafts evidenced in fluorescence microscopy pictures. The model developed is valid to computationally reproduce the interaction between hair and alcoholic formulations and provide a robust base for new MD studies about hair properties. It is shown that the MD simulations can improve hair cosmetic research, improving the uptake of a compound of interest.

Hedylidae (Lepidoptera: Hedyloidea) coletados à luz a 40 metros de altura no dossel da floresta da Estação Experimental de Silvicultura Tropical em Manaus, Amazonas, Brasil

Os Hedylidae constituem um grupo de lepidópteros exclusivamente neotropical com 35 espécies conhecidas em um gênero, Macrosoma Hübner, 1818. Antes classificados entre as mariposas Geometridae, agora são considerados um grupo basal e noturno de borboletas. Foram realizadas coletas mensais de janeiro a dezembro de 2004 no dossel de uma floresta em área de terra-firme, utilizando um lençol branco iluminado por luz mista de mercúrio e outra luz negra UV-BLB, instalado a 40 m de altura em uma torre. As coletas foram realizadas das 18:00 às 6:00 h do dia seguinte. Foram coletados 55 exemplares , a maioria machos, somente dois exemplares fêmeas pertencentes a nove espécies, uma delas provavelmente nova, a saber: M. hedylaria Warren (1894), M. bahiata (Felder & Rogenhofer, 1875), M. conifera (Warren, 1897), M. heliconiaria (Guenée, 1857), M. hyacinthina (Warren, 1905), M. klagesi (Prout, 1916), M. lucivittata (Walker, 1863) M. nigrimacula (Warren, 1897) e Macrosoma sp. Os Hedylidae foram mais abundantes na estação mais chuvosa, dezembro a maio, com 65,5% dos espécimes coletados. O horário de maior atividade foi entre 19:00 e 22 h com 80% dos espécimes coletados.

Las reformas de las universidades ibéricas en la segunda mitad del siglo XVIII

Bajo los auspicios reformadores del Marqués de Pombal, los nuevos estatutos de la Universidad de Coimbra, ratificados por el rey José I en junio de 1772, representaron una importante revisión de los principales estudios en Portugal. Hacia un largo tiempo que los Estatutos de la Universidad de Coimbra no fueron revisados, y la revisión de los Estatutos de 1559 (rey Sebastián), 1591 (el rey Felipe I de Portugal, II de Castilla) y 1653 (rey João IV), se observa que, en comparación con más de dos siglos de vigencia del mismo modelo con modificaciones más o menos limitados, los Estatutos de 1772 traen un nuevo pensamiento y un nuevo impulso mediante la promoción, en particular, de la educación y el desarrollo de las Ciencias exactas y naturales y la valoración del método experimental. Al mismo tiempo, en España, el rey Carlos III, renuncia a imponer un único modelo de estudios de todas las universidades. En ambos casos, el portugués y el español, la urgencia de las reformas es mas aguda pues que los jesuitas fueron expulsados de los territorios en 1759 y 1767, respectivamente; y tanto precursores como mentores quieren estas reformas para abrir las universidades a la ciencia moderna y el humanismo de la Ilustración. La renovación de los contenidos y métodos de enseñanza en Coimbra fue notoria, con la preocupación notable con la investigación, lo que no era muy común en la época. Había también una preocupación con las necesidades de la sociedad en una forma muy práctica (habiendo sido en la época construido el Observatorio Astronómico, el Laboratorio de Física, etc.). Al mismo tempo, la universidad de Coimbra tuvo como profesores dos matemáticos notables, José Anastácio da Cunha y José Monteiro da Rocha. En España también fueron importantes los ensayos de renovación de los métodos, de apertura a la ciencia de la época, de conexión con las realidades de la sociedad española, de coordinación de esfuerzos para conformar una «comunidad universitaria española». En esta comunicación se hace una discusión de comparación entre las dos reformas ibéricas.

Modelo de escoamento superficial em bacia experimental da Reserva Florestal Adolpho Ducke

Neste estudo, a experimentação e a modelagem hidrológica de eventos de precipitação transformada em escoamento superficial em sistemas naturais de floresta são investigadas, contemplando os seguintes tratamentos: construção de algoritmo computacional iterativo de otimização para a identificação do hidrograma unitário médio (função de transferência chuva-descarga) da bacia e para o cálculo das precipitações efetivas adequadas à cada evento chuva-escoamento; aplicação da metodologia à bacia hidrográfica do igarapé Bolívia, situada no interior da Reserva Florestal Adolpho Ducke; análise e interpretação do algoritmo criado, enfocando a sua convergência e o significado dos resultados desse processo de otimização; e comparação com outros estudos em pequenas bacias da Amazônia Central. O período de medidas de chuva e de vazões estende-se de julho de 2004 a setembro de 2006, incluindo a fase de preparação da curva-chave do igarapé Bolívia e a formação de um conjunto amplo e diversificado de eventos de chuva e de escoamento no curso d'água.

Numerical and experimental analysis of full scale arches reinforced with GFRP materials

In this contribution, original limit analysis numerical results are presented dealing with some reinforced masonry arches tested at the University of Minho-UMinho, PT. Twelve in-scale circular masonry arches were considered, reinforced in various ways at the intrados or at the extrados. GFRP reinforcements were applied either on undamaged or on previously damaged elements, in order to assess the role of external reinforcements even in repairing interventions. The experimental results were critically discussed at the light of limit analysis predictions, based on a 3D FE heterogeneous upper bound approach. Satisfactory agreement was found between experimental evidences and the numerical results, in terms of failure mechanisms and peak load.

Experimental evidence that quorum rules discourage turnout and promote election boycotts

Many democratic decision making institutions involve quorum rules. Such rules are commonly motivated by concerns about the “legitimacy” or “representativeness” of decisions reached when only a subset of eligible voters participates. A prominent example of this can be found in the context of direct democracy mechanisms, such as referenda and initiatives. We conduct a laboratory experiment to investigate the consequences of the two most common types of quorum rules: a participation quorum and an approval quorum. We find that both types of quora lead to lower participation rates, dramatically increasing the likelihood of full-fledged electoral boycotts on the part of those who endorse the Status Quo. This discouraging effect is significantly larger under a participation quorum than under an approval quorum.

Desenvolvimento de modelos numéricos e análise experimental de subestruturas soldadas de transformadores de potência, sujeitas a forças de curto-circuito em regime transitório

Dissertação de mestrado integrado em Engenharia Mecânica

Experimental and numerical studies of hybrid PCM embedded in plastering mortar for enhanced thermal behaviour of buildings

This paper proposes a methodology for improvement of energy efficiency in buildings through the innovative simultaneous incorporation of three distinct phase change materials (here termed as hybrid PCM) in plastering mortars for façade walls. The thermal performance of a hybrid PCM mortar was experimentally evaluated by comparing the behaviour of a prototype test cell (including hybrid PCM plastering mortar) subjected to realistic daily temperature profiles, with the behaviour of a similar prototype test cell, in which no PCM was added. A numerical simulation model was employed (using ANSYS-FLUENT) to validate the capacity of simulating temperature evolution within the prototype containing hybrid PCM, as well as to understand the contribution of hybrid PCM to energy efficiency. Incorporation of hybrid PCM into plastering mortars was found to have the potential to significantly reduce heating/cooling temperature demands for maintaining the interior temperature within comfort levels when compared to normal mortars (without PCM), or even mortars comprising a single type of PCM.

An experimental investigation on nano-TiO2 and fly ash based high performance concrete

High performance concrete (HPC) offers several advantages over normal-strength concrete, namely, high mechanical strength and high durability. Therefore, HPC allows for concrete structures with less steel reinforcement and a longer service life, both of which are crucial issues in the eco-efficiency of construction materials. Nevertheless international publications on the field of concrete containing nanoparticles are scarce when compared to Portland cement concrete (around 1%) of the total international publications. HPC nanoparticle-based publications are even scarcer. This article presents the results of an experimental investigation on the mechanical properties and durability of HPC based on nano-TiO2 and fly ash. The durability performance was assessed by means of water absorption by immersion, water absorption by capillarity, ultrasonic pulse velocity, electric resistivity, chloride diffusion and resistance to sulphuric acid attack. The results show that the concretes containing an increased content of nano-TiO2 show decreased durability performance. The results also show that concrete with 1% nano-TiO2 and 30% fly ash as Portland cement replacement show a high mechanical strength (C55/C67) and a high durability. However, it should be noted that the cost of nano-TiO2 is responsible for a severe increase in the cost of concrete mixtures.