Analysis of the Out-Of-Plane Seismic Behavior of Unreinforced Masonry: A Literature Review

Although the issue of the out-of-plane response of unreinforced masonry structures under earthquake excitation is well known with consensus among the research community, this issue is simultaneously one of the more complex and most neglected areas on the seismic assessment of existing buildings. Nonetheless, its characterization should be found on the solid knowledge of the phenomenon and on the complete understanding of methodologies currently used to describe it. Based on this assumption, this article presents a general framework on the issue of the out-of-plane performance of unreinforced masonry structures, beginning with a brief introduction to the topic, followed by a compact state of art in which the principal methodologies proposed to assess the out-of-plane behavior of unreinforced masonry structures are presented. Different analytical approaches are presented, namely force and displacement-based, complemented with the presentation of existing numerical tools for the purpose presented above. Moreover, the most relevant experimental campaigns carried out in order to reproduce the phenomenon are reviewed and briefly discussed.

Experimental characterization of the out-of-plane performance of regular stone masonry walls, including test setups and axial load influence

Stone masonry is one of the oldest and most worldwide used building techniques. Nevertheless, the structural response of masonry structures is complex and the effective knowledge about their mechanical behaviour is still limited. This fact is particularly notorious when dealing with the description of their out-of-plane behaviour under horizontal loadings, as is the case of the earthquake action. In this context, this paper describes an experimental program, conducted in laboratory environment, aiming at characterizing the out-of-plane behaviour of traditional unreinforced stone masonry walls. In the scope of this campaign, six full-scale sacco stone masonry specimens were fully characterised regarding their most important mechanic, geometric and dynamic features and were tested resorting to two different loading techniques under three distinct vertical pre-compression states; three of the specimens were subjected to an out-of-plane surface load by means of a system of airbags and the remaining were subjected to an out-of-plane horizontal line-load at the top. From the experiments it was possible to observe that both test setups were able to globally mobilize the out-of-plane response of the walls, which presented substantial displacement capacity, with ratios of ultimate displacement to the wall thickness ranging between 26 and 45 %, as well as good energy dissipation capacity. Finally, very interesting results were also obtained from a simple analytical model used herein to compute a set of experimental-based ratios, namely between the maximum stability displacement and the wall thickness for which a mean value of about 60 % was found.

Simulation of masonry out-of-plane failure modes by multi-body dynamics

The seismic assessment of the local failure modes in existing masonry buildings is currently based on the identification of the so-called local mechanisms, often associated with the out-of-plane wall behavior, whose stability is evaluated by static force-based approaches and, more recently, by some displacement-based proposals. Local mechanisms consist of kinematic chains of masonry portions, often regarded as rigid bodies, with geometric nonlinearity and concentrated nonlinearity in predefined contact regions (unilateral no-tension behavior, possible sliding with friction). In this work, the dynamic behavior of local mechanisms is simulated through multi-body dynamics, to obtain the nonlinear response with efficient time history analyses that directly take into account the characteristics of the ground motion. The amplification/filtering effects of the structure are considered within the input motion. The proposed approach is validated with experimental results of two full-scale shaking-table tests on stone masonry buildings: a sacco-stone masonry façade tested at Laboratório Nacional de Engenharia Civil and a two-storey double-leaf masonry building tested at European Centre for Training and Research in Earthquake Engineering (EUCENTRE).

Efficiency of strengthening techniques assessed for existing masonry buildings

The Azores archipelago is a zone with a vast cultural heritage, presenting a building stock mainly constructed in traditional stone masonry. It is known that this type of construction exhibits poor behaviour under seismic excitations; however it is extensively used in seismic prone areas, such as this case. The 9th of July of 1998 earthquake was the last seismic event in the islands, leaving many traditional stone constructions severely damaged or totally destroyed. This scenario led to an effort by the local government of improving the seismic resistance of these constructions, with the application of several reinforcement techniques. This work aims to study some of the most used reinforcement schemes after the 1998 earthquake, and to assess their effectiveness in the mitigation of the construction’s seismic vulnerability. A brief evaluation of the cost versus benefit of these retrofitting techniques is also made, seeking to identify those that are most suitable for each building typology. Thus, it was sought to analyze the case of real structures with different geometrical and physical characteristics, by establishing a comparison between the seismic performance of reinforced and non-reinforced structures. The first section contains the analysis of a total of six reinforcement scenarios for each building chosen. Using the recorded 1998 earthquake accelerograms, a linear time-history analysis was performed for each reinforcement scenario. A comparison was then established between the maximum displacements, inter-storey drift and maximum stress obtained, in order to evaluate the global seismic response of each reinforced structure. In the second part of the work, the examination of the performance obtained in the previous section, in relation to the cost of implementing each reinforcement technique, allowed to draw conclusions concerning the viability of implementing each reinforcement method, based on the book value of the buildings in study.

Mundos dentro de um mundo: representações interculturais na Polónia sob a influência nazi

Europa, 1939 A Alemanha, sob a influência do partido Alemão Nazi, deu início a um confronto que mudou a face do mundo. Inicialmente os seus países vizinhos Europeus, depois alguns mais distantes e até o continente Africano sentiram o seu poder e tremeram de medo. Medo, um sentimento tão poderoso que em pequenas quantidades, pode aguçar os sentidos mas que, em quantidades grandes, pode gerar pânico, suprimir o intelecto e até levar a negar aquilo que temos presente como verdades absolutas. A Europa era uma mistura de culturas; até os próprios países eram uma mistura de culturas. A Polónia era um desses países. Neste país, Polacos, Judeus, Ucranianos e Romanis viviam numa paz frágil mas duradora. Quando a II Guerra Mundial começou, as cidades polacas foram conquistadas uma após a outra e, uns após os outros, os seus cidadãos foram confinados à sua cidade para manter a ordem pública. Nesta época de incerteza e insegurança poderíamos pensar que todas estas culturas, diferentes nas suas fundações mas todas elas constituídas por seres humanos que respondem da mesma forma em situações desta natureza, sentir-se- iam na necessidade de se juntar, deixar de parte as suas diferenças e tentariam fazer tudo o que estivesse ao seu alcance para assegurar aquilo que é a necessidade básica de qualquer ser humano: sobreviver. A sobrevivência é o instinto mais básico atribuído ao ser humano. O medo de não ser capaz de sobreviver gerou algo que vai contra este tipo de certezas. Gerou ódio. Não ódio contra o inimigo comum mas sim uma cultura contra a outra. O exército Alemão Nazi foi implacável na sua marcha em busca do domínio total mas, em alguns casos, não foi ele apenas a face do terror. O exército Alemão Nazi conquistava e seguia em frente, a caminho da próxima conquista, deixando governos de fachada para manter a ordem. O medo e o terror eram gerados por outrém. Um verdadeiro choque de culturas cujo resultado foi um dos maiores derramamentos de sangue na história do mundo civilizado.

Paul Auster and the music of change: building new stories

In the work of Paul Auster (Newark, 1947 - ), we find two main themes: the sense of loss and existential drift and the loneliness of the individual fully committed to the work of writing, as if he had been confined to the book that commands his life. However, this second theme is clearly the dominant one because the character's space of solitude may include its own wandering, because this wandering is also often performed inside the four walls of a room, just like it is narrated inside the space of the page and the book. Both in his poetry, essays and fiction, Auster seems to face the work of writing as an actual physical effort of effective construction, as if the words that are aligned in the poem-text were stones to place in a row when building a wall or some other structure in stone.

Anti-pneumoscystis carinni activitiy of primaquine imidazolidin-4-ones

Pneumocystis pneumonia (PCP) is one of the most frequent causes of mortality among HIV-infected patients. Primaquine (PQ) is an antimalarial 8-aminoquinoline effective against PCP when given in combination with clindamycin. This has drawn the attention of Medicinal Chemists towards the anti-PCP activity of 8-aminoquinolines, not only confined to those exhibiting antimalarial activity [1]. It is thought that anti-PCP 8-aminoquinolines exert their anti-PCP activity by acting on the electronic transport and redox system of the P. carinii pathogen [1]. Recently, our research group has been developing imidazolidin-4-one derivatives of PQ (Scheme 1), targeting novel compounds with improved therapeutic action, namely, higher resistance to metabolic inactivation, lower toxicity and equal or higher antimalarial activity than that of the parent drug [2,3]. These imidazolidin-4-ones were seen to block the transmission of rodent malaria, caused by Plasmodium berghei on BalbC mice, to the mosquito vector Anopheles stephensi [3]. The anti-PCP activity of our PQ derivatives is now under study and preliminary in vitro assays [4] show that some of the compounds exhibit slight to moderate activity after a 72 h incubation period against P. carinii. In one case, the IC50 was comparable to that of parent PQ. Both these studies and forthcoming results from ongoing biological assays will be presented and discussed.

Efeitos tridimensionais no escoamento em torno de cilindros confinados

Mestrado em Engenharia Química

Electrochemical determination of antioxidant capacities in flavored waters by guanine and adenine biosensors

The immobilization and electro-oxidation of guanine and adenine asDNA bases on glassy carbon electrode are evaluated by square wave voltammetric analysis. The influence of electrochemical pretreatments, nature of supporting electrolyte, pH, accumulation time and composition of DNA nucleotides on the immobilization effect and the electrochemical mechanism are discussed. Trace levels of either guanine or adenine can be readily detected following short accumulation time with detection limits of 35 and 40 ngmL−1 for guanine and adenine, respectively. The biosensors of guanine and adenine were employed for the voltammetric detection of antioxidant capacity in flavored water samples. The method relies on monitoring the changes of the intrinsic anodic response of the surface-confined guanine and adenine species, resulting from its interaction with free radicals from Fenton-type reaction in absence and presence of antioxidant. Ascorbic acid was used as standard to evaluate antioxidant capacities of samples. Analytical data was compared with that of FRAP method.

Operational modal monitoring of ancient structures using wireless technology

Operational Modal Analysis is currently applied in structural dynamic monitoring studies using conventional wired based sensors and data acquisition platforms. This approach, however, becomes inadequate in cases where the tests are performed in ancient structures with esthetic concerns or in others, where the use of wires greatly impacts the monitoring system cost and creates difficulties in the maintenance and deployment of data acquisition platforms. In these cases, the use of sensor platforms based on wireless and MEMS would clearly benefit these applications. This work presents a first attempt to apply this wireless technology to the structural monitoring of historical masonry constructions in the context of operational modal analysis. Commercial WSN platforms were used to study one laboratory specimen and one of the structural elements of a XV century building in Portugal. Results showed that in comparison to the conventional wired sensors, wireless platforms have poor performance in respect to the acceleration time series recorded and the detection of modal shapes. However, for frequency detection issues, reliable results were obtained, especially when random excitation was used as noise source.

Estudo de atirantamentos ancorados no plano perpendicular às fachadas de Alvenaria. Análise de proposta de dimensionamento

O conceito de atirantamento surgiu no contexto de promover a interação global dos edifícios, nomeadamente, estabelecer as referidas ligações, de modo a prevenir o derrubamento para o exterior das paredes de fachada, perante a ocorrência de ação sísmica ou assentamento das fundações. Neste sentido, o presente trabalho tem como objetivo, estudar o comportamento dos atirantamentos ancorados no plano perpendicular das fachadas, quando solicitados à tração. No entanto, como as alvenarias são elementos heterogéneos, houve necessidade de desarticular os atirantamentos e estudar cada uma das partes que o compõe: tirantes injetados em alvenarias e sistemas de ancoragem. Em primeiro lugar, foi elaborado um estudo preliminar sobre tirantes injetados em alvenarias, o qual incidiu no seu dimensionamento, na análise de sensibilidade, apresentação de um caso de estudo e comparação de resultados. Numa segunda fase fez-se uma revisão bibliográfica dos tipos de Sistemas de Ancoragens mais comuns, onde foram mencionados alguns aspetos, nomeadamente a importância, o objetivo e condições da sua aplicação. Por último, associaram-se as duas componentes e foram estudados os Atirantamentos. Fezse um estudo da sua utilização e do seu interesse de aplicação. Foi também analisada uma forma de metodologia de dimensionamento, quando inseridos em alvenarias de tijolo e pedra. Finalizado este estudo foram traçadas as conclusões e sugeridas perspetivas futuras.

Análise comparativa de valores de imóveis e de métodos de avaliação

Esta dissertação considera a importância da avaliação imobiliária no mercado imobiliário, nas mais diversas situações. Contudo, cinge-se à determinação de um presumível valor de transação para apartamentos, moradias, lojas e terrenos, para venda ou arrendamento. Os mercados imobiliários escolhidos são dois concelhos conhecidos, da autora, por ser mais fácil a perceção dos locais e preços de venda. Foi escolhido o Concelho de Valongo para apartamentos, moradias e terrenos e o Concelho da Maia para lojas. Para determinarmos os valores em estudo adotaram-se os métodos de avaliação imobiliária mais comuns nomeadamente: o Método Comparativo, Método do Rendimento e o Método do Custo. São apresentados os métodos de avaliação mais utilizados, descrevendo-se a aplicação de cada um deles e as suas condições necessárias. Fez-se uma comparação entre cada um o que permitiu concluir sobre os mesmos. A recolha dos imóveis objeto de estudo foi efetuada em Sites de empresas imobiliárias que dispunham de informação necessária ao âmbito do trabalho. Aplicaram-se os métodos a cada caso recolhido e posteriormente fez-se a comparação dos resultados obtidos. Através de tratamento estatístico, utilizaram-se as técnicas de regressão múltipla para análise de relações entre os métodos de avaliação aplicados. Por fim, retiraram-se conclusões sobre a relação existente entre os três métodos de avaliação.

Towards e-learning 2.0: case study of an e-learning environment

In these days the learning experience is no longer confined within the four walls of a classroom. Computers and primarily the internet have broadened this horizon by creating a way of delivering education that is known as e-learning. In the meantime, the internet, or more precisely, the Web is heading towards a new paradigm where the user is no longer just a consumer of information and becomes an active part in the communication. This two-way channel where the user takes the role of the producer of content triggered the appearance of new types of services such as Social Networks, Blogs and Wikis. To seize this second generation of communities and services, educational vendors are willing to develop e-learning systems focused on the new and emergent users needs. This paper describes the analysis and specification of an e-learning environment at our School (ESEIG) towards this new Web generation, called PEACE – Project for ESEIG Academic Environment. This new model relies on the integration of several services controlled by teachers and students such as social networks, repositories libraries, e-portfolios and e-conference sytems, intelligent tutors, recommendation systems, automatic evaluators, virtual classrooms and 3D avatars.

Effects of prescribed fire on surface soil in a Pinus pinaster plantation, northern Portugal

In order to decrease the risk of severe wildfire, prescribed fire has recently been adopted in Portugal and elsewhere in the Mediterranean as a major tool for reducing the fuel load instead of manual or mechanical removal of vegetation. There has been some research into its impact on soils in shrublands and grasslands, but to date little research has been conducted in forested areas in the region. As a result, the impact of prescribed fire on the physico-chemical soil characteristics of forest soils has been assumed to be minimal, but this has not been demonstrated. In this study, we present the results of a monitoring campaign of a detailed pre- and post-prescribed fire assessment of soil properties in a long-unburnt P. pinaster plantation, NW Portugal. The soil characteristics examined were pH, total porosity, bulk density, moisture content, organic matter content and litter/ash quantity. The results show that there was no significant impact on the measured soil properties, the only effect being confined to minor changes in the upper 1 cm of soil. We conclude that provided the fire is carried out according to strict guidelines in P. pinaster forest, a minimal impact on soil properties can be expected.

Impostos diferidos: uma análise à sua contabilização mediante a dimensão das empresas

Dissertação de Mestrado Apresentado ao Instituto Superior de Contabilidade e Administração do Porto para obtenção do grau de Mestre em Contabilidade e Finanças, sob a orientação de: Orientador: Doutor José Campos Amorim Coorientadora: Doutora Albertina Paula Monteiro