The large- and small-scale Ca IIK structure of the Milky Way from observations of Galactic and Magellanic sightlines

Aims. The large and small-scale (pc) structure of the Galactic interstellar medium can be investigated by utilising spectra of early-type stellar probes of known distances in the same region of the sky. This paper determines the variation in line strength of Ca ii at 3933.661 Å as a function of probe separation for a large sample of stars, including a number of sightlines in the Magellanic Clouds. 

Methods. FLAMES-GIRAFFE data taken with the Very Large Telescope towards early-type stars in 3 Galactic and 4 Magellanic open clusters in Ca ii are used to obtain the velocity, equivalent width, column density, and line width of interstellar Galactic calcium for a total of 657 stars, of which 443 are Magellanic Cloud sightlines. In each cluster there are between 43 and 111 stars observed. Additionally, FEROS and UVES Ca ii K and Na i D spectra of 21 Galactic and 154 Magellanic early-type stars are presented and combined with data from the literature to study the calcium column density - parallax relationship. 

Results. For the four Magellanic clusters studied with FLAMES, the strength of the Galactic interstellar Ca ii K equivalent width on transverse scales from ∼0.05-9 pc is found to vary by factors of ∼1.8-3.0, corresponding to column density variations of ∼0.3-0.5 dex in the optically-thin approximation. Using FLAMES, FEROS, and UVES archive spectra, the minimum and maximum reduced equivalent widths for Milky Way gas are found to lie in the range ∼35-125 mÅ and ∼30-160 mÅ for Ca ii K and Na i D, respectively. The range is consistent with a previously published simple model of the interstellar medium consisting of spherical cloudlets of filling factor ∼0.3, although other geometries are not ruled out. Finally, the derived functional form for parallax (π) and Ca ii column density (N_CaII) is found to be π(mas) = 1 / (2.39 × 10^-13 × N_CaII (cm^-2) + 0.11). Our derived parallax is ∼25 per cent lower than predicted by Megier et al. (2009, A&A, 507, 833) at a distance of ∼100 pc and ∼15 percent lower at a distance of ∼200 pc, reflecting inhomogeneity in the Ca ii distribution in the different sightlines studied.

Implantes colocados justa cristal versus implantes sub-cristal

Introdução: A posição da colocação do implante relativamente à crista óssea tem sido discutida na comunidade científica como fator influenciador de sucesso ou insucesso. Por outro lado a perda ou preservação óssea está intrinsecamente relacionado com fatores como a seleção do sistema de implante, o tipo de implante e a sua conexão. Objetivo: Este trabalho teve como objetivo a análise da bibliografia existente que compara a colocação de implantes a nível da crista óssea (justa cristal) com a colocação de implantes abaixo da crista óssea (sub-cristal) em sinergismo com outros fatores, de forma que seja percecionada a eficácia e sucesso na seleção efetuada. Metodologia: Procedeu-se a uma pesquisa bibliográfica através da identificação de artigos publicados em bases de dados eletrónicas internacionais, PubMed, B-on e Science Direct utilizando palavras-chave e critérios de exclusão e inclusão, que permitiram fazer uma seleção prévia dos artigos a incluir ao longo deste trabalho. Resultados: Após a realização da pesquisa bibliográfica obtiveram-se 63 artigos. A partir da amostra encontrada foram excluídos 26 artigos devido à falta de correspondência do seu conteúdo ao tema proposto e 14 por se encontrarem repetidos ou sem dados comparativos. Nos 23 artigos aceites encontram-se incluídos estudos animais, elementos finitos, revisões e estudos clínicos. Conclusão: Os resultados sugerem que a colocação de implantes em sub-cristal apresenta-se como uma melhor solução na preservação da crista óssea, no entanto há que levar em conta outros fatores associados diretamente ao implante, nomeadamente, a geometria, superfície não polida do colo assim como o tipo de conexão do pilar ao implante, onde foi encontrada uma relativa evidência de melhor eficácia no que respeita à conexão do tipo “cone Morse”.

Gestão estratégica numa unidade privada de saúde: a perspetiva do balanced scorecard

Dissertação de Mestrado, Gestão de Unidades de Saúde, Faculdade de Economia, Universidade do Algarve, 2016

A adicção à internet em jovens universitários: Estudo comparativo com estudantes portugueses e espanhóis

Esta investigação trata-se de um estudo com a população universitária Portuguesa e Espanhola sobre padrões de uso/abuso da Internet, assim como os recursos específicos mais usados. Foi usada uma amostra aleatória de 206 sujeitos, da Universidade Autónoma de Madrid e do Campus Universitário de Lisboa, de diferentes licenciaturas, de ambos os sexos e com idades compreendidas entre os 18 e os 40 anos. O instrumento usado foi um questionário adaptado do Internet Addiction Test, de Young (1998). As principais conclusões sugerem que, no que se refere ao tempo de conexão verificámos que a maior percentagem da amostra (46,1%) realiza um uso moderado da Internet (menos de 2 horas diárias) mas 36,9% podem já apresentar alguns indícios de adicção ao estarem de 2 a 5 horas diárias conectados à Internet. Na avaliação dos parâmetros do uso dos recursos específicos da Internet, podemos encontrar que a Web é o serviço mais procurado seguindo-se o e-mail (com 62,1% e 57,3% respectivamente). Encontrámos ainda que 16,5% da amostra apresenta valores representativos de adicção. /ABSTRACT: This research comes from a study with the Portuguese and Spanish university population on patterns of use I abuse of the Internet, as well as the specific resources used most. We used a random sample of 206 subjects, the Autonomous University of Madrid and the University Campus of Lisbon, in different degrees of both sexes and aged between 18 and 40 years. The instrument used was a questionnaire adapted from the Internet Addiction Test, Young (1998). The main findings suggest that with regard to the connection time found that the largest percentage of the sample (46.1%) carries a moderate use of the Internet (less than 2 hours) but 36.9% can introduce some evidence addiction are at one of the 2 to 5 hours a day connected to the Internet. ln assessing the parameters of the use of specific resources of the Internet, we find that the Web service is the most sought followed by email (with 62.1% and 57.3% respectively). We found also that 16.5% of the sample shows values representative of addiction.

Performance of 1/3-scale model precast concrete beam-column connections subjected to cyclic inelastic loads : report no. 4 /

Mode of access: Internet.

Response And Stability Of A Stochastic Beam-Column Using Stochastic Fem

A beam-column resting on continuous Winkler foundation and discrete elastic supports is considered. The beam-column is of variable cross-section and the variation of sectional properties along the axis of the beam-column is deterministic. Young's modulus, mass per unit length and distributed axial loadings of the beam-column have a stochastic distribution. The foundation stiffness coefficient of the Winkler model, the stiffnesses of discrete elastic supports, stiffnesses of end springs and the end thrust, are all considered as random parameters. The material property fluctuations and distributed axial loadings are considered to constitute independent, one-dimension uni-variate homogeneous real stochastic fields in space. The foundation stiffness coefficient, stiffnesses of the discrete elastic supports, stiffnesses of end springs and the end thrust are considered to constitute independent random variables. Static response, free vibration and stability behaviour of the beam-column are studied. Hamilton's principle is used to formulate the problem using stochastic FEM. Sensitivity vectors of the response and stability parameters are evaluated. Using these statistics of free vibration frequencies, mode shapes, buckling parameters, etc., are evaluated. A numerical example is given.

Free vibration of a stochastic beam-column using stochastic fem

The free vibrational characteristics of a beam-column, which is having randomly varying Young's modulus and mass density and subjected to randomly distributed axial loading is analysed. The material property fluctuations and axial loadings are considered to constitute independent one-dimensional, uni-variate, homogeneous real, spatially distributed stochastic fields. Hamilton's principle is used to formulate the problem using stochastic FEM. Vibration frequencies and mode shapes are analysed for their statistical descriptions. A numerical example is shown.

Inelastic dynamic response of R.C. beam column joints by using B.E.M.

A BEM formulation to obtain the inelastic response of R.C. Beam-Column joints subjected to sinusoidal loading along the boundary is presented. The equations of motion are written along with kinematical and constitutive equations. The dynamic reciprocal theorem is presented and the temporal dependence is removed by assuming steady state response.

Flexural behaviour of external R/C steel fibre reinforced beam-column joints

A softened strut-and-tie macro model able to reproduce the flexural behaviour of
external beam-column joint is presented. The model is specific for concrete with hooked steel fibres (FRC) and it is designed to calculate the flexural response, as load-deflection curve, of a beam-column sub-assemblages. The model considers the presence of a constant vertical load acting on the column and of a monotonically increasing lateral force applied at the tip of the beam.

Potential applications of shape memory alloys in seismic retrofitting of exterior RC beam-column joints

Shape memory alloys (SMAs) have the ability to undergo large deformations with minimum residual strain and also the extraordinary ability to undergo reversible hysteretic shape change known as the shape memory effect. The shape memory effect of these alloys can be utilised to develop a convenient way of actively confine concrete sections to improve their shear strength, flexural ductility and ultimate strain. Most of the previous work on active confinement of concrete using SMA has been carried out on circular sections. In this study retrofitting strategies for active confinement of non-circular sections have been proposed. The proposed schemes presented in this paper are conceived with an aim to seismically retrofit beam-column joints in non-seismically designed reinforced concrete buildings. SMAs are complex materials and their material behaviour depends on number of parameters. Depending upon the alloying elements, SMAs exhibit different behaviour in different conditions and are highly sensitive to variation in temperature, phase in which it is used, loading pattern, strain rate and pre-strain conditions. Therefore, a detailed discussion on the behaviour of SMAs under different thermo-mechanical conditions is presented first.

Shape Memory Alloy Features for Seismic Retrofitting of External RC Beam-Column Joint

Shape memory alloys (SMAs) have the ability to undergo large deformations with minimum residual strain and also the extraordinary ability to undergo reversible hysteretic shape change known as the shape memory effect. The shape memory effect of these alloys can be utilised to develop a convenient way of actively confining concrete sections to improve their shear strength, flexural ductility and ultimate strain capacity. Most of the previous work on active confinement of concrete using SMA has been carried out on circular sections. In this study retrofitting strategies for active confinement of non-circular sections have been proposed. The proposed schemes presented in this paper are conceived with an aim to seismically retrofit a beam-column joint in non-seismically designed reinforced concrete buildings.

The complex material behaviour of SMAs depends on number of parameters. Depending upon the alloying elements, SMAs exhibit different behaviour in different conditions and are highly sensitive to variation in temperature, phase in which it is used, loading pattern, strain rate and pre-strain conditions. Therefore, a detailed discussion on the behaviour of SMAs under different thermo-mechanical conditions is presented first in this paper.

Moment transfer and influence of transverse beams in interior waffle flat plate-column connections under lateral loading

This paper addresses two aspects of the behavior of interior reinforced concrete waffle flat plate?column connections under lateral loads: the share of the unbalanced moment between flexure and excentric shear, and the effect of the transverse beams. A non-linear finite element model (benchmark model) was developed and calibrated with the results of quasi-static cyclic tests conducted on a 3/5 scale specimen. First, from this numerical model, the portion cv of the unbalanced moment transferred by the excentricity of shear about the centroid of the critical sections defined by Eurocode 2 (EC-2) and by ACI 318-11 was calculated and compared with the share-out prescribed by these codes. It is found that while the critical section of EC-2 is consistent with the cv provided by this code, in the case of ACI 318-11, the value assigned to cv is far below (about 50% smaller) the actual one obtained with the numerical simulations. Second, from the benchmark model, seven additional models were developed by varying the depth D of the transverse beam over the thickness h of the plate. It was found that the ductility of the connection and the effective width of the plate can respectively be increased up to 50% and 10% by raising D/h to 2 and 1.5.

Optimal design of a beam subjected to compression forces in the framework of different structural models

The optimal design of a vertical cantilever beam is presented in this paper. The beam is assumed immersed in an elastic Winkler soil and subjected to several loads: a point force at the tip section, its self weight and a uniform distributed load along its length. lbe optimal design problem is to find the beam of a given length and minimum volume, such that the resultant compressive stresses are admisible. This prohlem is analyzed according to linear elasticity theory and within different alternative structural models: column, Navier-Bernoulli beam-column, Timoshenko beamcolumn (i.e. with shear strain) under conservative loads, typically, constant direction loads. Results obtained in each case are compared, in order to evaluate the sensitivity of model on the numerical results. The beam optimal design is described by the section distribution layout (area, second moment, shear area etc.) along the beam span and the corresponding beam total volume. Other situations, some of them very interesting from a theoretical point of view, with follower loads (Beck and Leipholz problems) are also discussed, leaving for future work numerical details and results.