How far are Portuguese prisons inefficient? A non-parametric approach

In Portugal, as worldwide, especially in the past decades, crime has become an issue of increasing interest both for society and researchers. The global growth of criminality had several repercussions in the prison system. The most direct one was the overcrowding of prisons. This situation required a great amount of investment to increase the capacity of Portuguese prisons. Simultaneously, the value for money associated with the prisons’ budget has turned itself more and more relevant. These circumstances together emphasize the importance of assessing the prisons’ performance. This study measures the efficiency of Portuguese prison facilities by means of the non-parametric benchmarking approach of data envelopment analysis (DEA). However, due to the limitations of this technique, a bootstrap methodology is also applied in order to add more robustness to the results. Furthermore, a recent procedure is computed to evaluate congestion. The results show relevant levels of inefficiency in the Portuguese prison facilities, which represent an excess of several millions of Euros spent inadequately in this sector.Bootstrap; Congestion; DEA; Efficiency; Portugal; Prison facilities

Performance and Congestion Analysis of the Portuguese Hospital Services

The health care services have been characterised by a growing demand by the citizens leading to the need of more and more resources. Population aging, new pathologies and drugs as well as new treatments are some of the major factors for this. However, in hospitals, for example, consumption of a large number of inputs frequently has not corresponded to the production of the same or more proportion of outputs. Sometimes, the outputs even decline with the increase of inputs due to the influence of the congestion effect on efficiency. The heavy burden of the health sector on the state budget brings about the interest of research over its efficiency. This paper aims to assess the performance of the Portuguese hospitals and particularly the contribution of the congestion effect. We use the non-parametric technique of data envelopment analysis (DEA) for this purpose and a double-bootstrap procedure to take into account the influence of operational environment on efficiency. Afterwards, by comparing three different approaches we determine the importance of congestion in efficiency measurement and discuss its computation methodologically. The results suggest significant levels of inefficiency in 68 major Portuguese hospitals for the year 2005 and more than half of them were found to be congested.Hospitals; congestion; efficiency; DEA; Portugal

Efficiency of the Portuguese metros. is it different from other European metros?

This research analyses the performance of Portuguese metros in the European context. By means of two non-parametric benchmarking techniques, respectively performance indicators and data envelopment analysis, we compute the efficiency of 37 European metros. In order to provide statistical inference and robustness to our results we apply the recent technique of bootstrap. We also use the partial frontiers (order-m) to identify outliers and the double bootstrap procedure in a second stage methodology to take into account the influence of the operational environment. The results show important levels of inefficiency both in the Portuguese metros and in other European metros.Metro; Efficiency; Portugal; Performance Indicator; Data Envelopment Analysis

Mitigação do risco sísmico em edifícios urbanos antigos

The present thesis aims at contributing for the study of the seismic vulnerability assessment of urban cultural heritage assets, and subsequently, for the earthquake risk mitigation in historic centres, through the investigation of the eventual correlation between analytical and semiempirical methods, that could possibly lead to the development of a new hybrid approach. Hence, in Chapter 1, the framework of the main topic of the thesis, and the respective aims and motivations, are presented and briefly discussed, along with the outline and organisation of the document, as well as the list of publications that support the work carried out in this thesis. Chapter 2 provides a comprehensive literature review on disaster risk mitigation of UCH assets located in historic centres, by means of adopting a holistic framework about the features of such a complex system. This exercise is fundamental to understand the current streams of thought and to identify new gaps and opportunities that could eventually enhance the knowledge level on this particular field of research. Chapter 3 discusses some of the main challenges associated with survey and inspection techniques for input data acquisition of UCH assets, with particular focus to the investigation of assets located in historic centres, which are most likely enclosed in aggregate. In a second moment, the main challenges concerning the seismic response assessment of UCH assets are discussed, namely focusing on the pros and cons of macroelement approaches. Chapter 4 presents the main findings of a cost-benefit analysis model applied to investigate the integration of traditional seismic strengthening solutions in the rehabilitation of UCH assets. While in a first phase, only the economic viability of using such strengthening solutions was investigated, in a second phase, a cost-benefit model is applied to four different case studies considered representative of both rural and urban masonry building typologies of Faial island, in Azores. Chapter 5 presents the investigation of the correlation between two well-known approaches for the seismic risk assessment of UCH assets in historic centres: the “vulnerability index” method and the seismic “capacity curve” derived by using a simplified numerical model together with a nonlinear static procedure. Finally, Chapter 6 summarises the key conclusions that have been pointed out in the previous chapters of the thesis and outlines the grounds of future developments and research paths.A presente tese tem por objetivo contribuir para o estudo da avaliação da vulnerabilidade sísmica de edifícios urbanos antigos, e subsequentemente, para a mitigação do risco sísmico em centros históricos, através da investigação da eventual correlação entre métodos analíticos e semiempíricos, que possa levar ao desenvolvimento de uma nova abordagem híbrida. Assim, no Capítulo 1, é feita uma breve contextualização do tópico principal da tese e dos respetivos objectivos e motivações, sendo ainda apresentada a estrutura e organização do documento, assim como a lista das publicações que suportam o trabalho aqui desenvolvido. O Capítulo 2 apresenta uma revisão exaustiva da literatura, de forma a que se possam identificar não só as atuais linhas de investigação neste tópico, mas também lacunas na investigação e eventuais janelas de oportunidade para melhorar o conhecimento científico nesta área específica. No Capítulo 3 são discutidos alguns dos principais desafios associados com as técnicas de inspecção e diagnóstico de edifícios urbanos antigos, com foco para as particularidades dos edifícios integrados em agregados urbanos. Numa segunda fase, são também discutidos os desafios associados à avaliação da resposta sísmica de edifícios urbanos antigos, nomeadamente no que diz respeito às vantagens e limitações da utilização de métodos analíticos baseados em abordagens por macrolementos. O Capítulo 4 apresenta a análise custo-benefício associada à adopção de soluções tradicionais de reforço sísmico na reabilitação de edifícios urbanos antigos. Se numa primeira fase, é analisada, de forma isolada, a viabilidade dessas soluções de reforço, num segundo momento, é aplicado um modelo de análise custobenefício a quatro casos de estudo considerados representativos, quer do edificado rural quer do edificado urbano da ilha do Faial, nos Açores. O Capítulo 5 apresenta o estudo da correlação entre duas abordagens reconhecidas internacionalmente para a avaliação do risco sísmico de edifícios de alvenaria localizados em centros históricos: o método do “índice de vulnerabilidade” e a “curva de capacidade” resultante da utilização de um modelo numérico simplificado juntamente com uma abordagem estática não-linear. Finalmente, no Capítulo 6, são resumidas as principais conclusões de cada um dos capítulos anteriores, assim como as principais linhas orientadoras para novos desenvolvimentos e trabalhos futuros.Programa Doutoral em Engenharia Civi

The Problem of Adolescent Psychopathy: The Downward Extension of Adult Psychopathy

With this theoretical review, we intend to understand the relationship between adolescent psychopathy and adult psychopathy, taking into account three fundamental questions: (1) the conceptualization of personality, in other words, knowing the extent to which it makes sense to speak about a structured and defined personality in adolescents; (2) the notion of disorder quite present in the stage of adolescent development; (3) and finally, whether the previously alleged disorders are stable identities or if they have temporal continuity, extending into adult life. We are aware that there is no unanimity or consensus regarding the essential core of psychopathy, that is, it presents itself in distinct ways that make it difficult to configure it in taxonomical or dimensional terms of the personality, ignoring much about its etiology, these uncertainties, end up to be translated into a major openness to the study of pre‐adult population. Thus, the study of adolescent and juvenile psychopathy will depend a lot on how much we know about adult psychopathy. This does not imply that we do not carry out studies of a longitudinal and measuring nature through psychometric instruments that allow us to clarify the way this syndrome manifests itself and develops throughout life, taking into account the Big Five

Calibration of model parameters for the cyclic response of end-plate beam-to-column steel-concrete composite joints

Composite joints, considering the composite action of steel and concrete, exhibit, in general, high strength and high ductility. As a consequence, the use of this type of joint has been increasing in many countries, especially in those that are located in earthquake-prone regions. In this paper, a hysteretic model with pinching is presented that is able to reproduce the cyclic response of steel and composite joints. Secondly, the computer implementation and adaptation of the model in a spring element within the computer code Seismosoft is described. The model is subsequently calibrated using a series of experimental test results for composite joints subjected to cyclic loading. Finally, typical parameters for the various joint configurations are proposed.Financial support from the Portuguese Ministry of Science, Technology and Higher Education (Ministério da Ciência, Tecnologia e Ensino Superior) under contract grants from PRODEP III (5.3), for Pedro Nogueiro, Foundation of Science and Technology through POCI/ECM/55783/2004 and FEDER through INTERREG-III-A (project RTCT-B-Z-/SP2.P18) is gratefully acknowledged. The assistance provided by Seismosoft, is also most (http://www.seismosoft.com). The supply of the data files from experimental tests by D. Dubina and R. Liew is warmly thanked

Numerical implementation and calibration of a hysteretic model with pinching for the cyclic response of steel and composite joints

In this paper, a hysteretic model with pinching is presented that is able to reproduce the cyclic response of steel and composite joints. Secondly, the computer implementation and adaptation of the model in a spring element within the computer code Seismosoft is described. The model is subsequently calibrated using a series of experimental test results for steel and composite joints subjected to cyclic loading. Finally, typical parameters for the various joint configurations are proposed

Inward FDI in Portugal and its policy context, 2011

Portugal's performance in attracting inward foreign direct investment (IFDI) during the economic and financial crisis in 2009 was poor, below the low figures that it had already recorded in the previous couple of years, although Portugal did not record negative FDI inflows like competing countries such as Ireland (in 2008) and Hungary (in 2009). The country's difficulties in attracting IFDI are, however, structural. The "golden" years of the early 1990s, when Portugal emerged as an attractive and fashionable location, are past. The country's IFDI performance throughout the first decade of the 21st century was, in general, weak. In 2009, Spain, France and Brazil were the main sources of IFDI in Portugal. In spite of the Government's commitment to attracting IFDI, policy design and implementation have fallen short in the increasingly fierce competition for international investment