Tumor suppressor Ras-association domain family 1 isoform A is a novel regulator of cardiac hypertrophy

BACKGROUND: Ras signaling regulates a number of important processes in the heart, including cell growth and hypertrophy. Although it is known that defective Ras signaling is associated with Noonan, Costello, and other syndromes that are characterized by tumor formation and cardiac hypertrophy, little is known about factors that may control it. Here we investigate the role of Ras effector Ras-association domain family 1 isoform A (RASSF1A) in regulating myocardial hypertrophy.

METHODS AND RESULTS: A significant downregulation of RASSF1A expression was observed in hypertrophic mouse hearts, as well as in failing human hearts. To further investigate the role of RASSF1A in cardiac (patho)physiology, we used RASSF1A knock-out (RASSF1A(-)(/)(-)) mice and neonatal rat cardiomyocytes with adenoviral overexpression of RASSF1A. Ablation of RASSF1A in mice significantly enhanced the hypertrophic response to transverse aortic constriction (64.2% increase in heart weight/body weight ratio in RASSF1A(-)(/)(-) mice compared with 32.4% in wild type). Consistent with the in vivo data, overexpression of RASSF1A in cardiomyocytes markedly reduced the cellular hypertrophic response to phenylephrine stimulation. Analysis of molecular signaling events in isolated cardiomyocytes indicated that RASSF1A inhibited extracellular regulated kinase 1/2 activation, likely by blocking the binding of Raf1 to active Ras.

CONCLUSIONS: Our data establish RASSF1A as a novel inhibitor of cardiac hypertrophy by modulating the extracellular regulated kinase 1/2 pathway.

Picosecond metrology of laser-driven proton bursts

Tracking primary radiation-induced processes in matter requires ultrafast sources and high precision timing. While compact laser-driven ion accelerators are seeding the development of novel high instantaneous flux applications, combining the ultrashort ion and laser pulse durations with their inherent synchronicity to trace the real-time evolution of initial damage events has yet to be realized. Here we report on the absolute measurement of proton bursts as short as 3.5±0.7 ps from laser solid target interactions for this purpose. Our results verify that laser-driven ion acceleration can deliver interaction times over a factor of hundred shorter than those of state-of-the-art accelerators optimized for high instantaneous flux. Furthermore, these observations draw ion interaction physics into the field of ultrafast science, opening the opportunity for quantitative comparison with both numerical modelling and the adjacent fields of ultrafast electron and photon interactions in matter.

Rocking behaviour of multi-block columns subjected to pulse-type ground motion accelerations

Ancient columns, made with a variety of materials such as marble, granite, stone or masonry are an important part of the
European cultural heritage. In particular columns of ancient temples in Greece and Sicily which support only the architrave are
characterized by small axial load values. This feature together with the slenderness typical of these structural members clearly
highlights as the evaluation of the rocking behaviour is a key aspect of their safety assessment and maintenance. It has to be noted
that the rocking response of rectangular cross-sectional columns modelled as monolithic rigid elements, has been widely investigated
since the first theoretical study carried out by Housner (1963). However, the assumption of monolithic member, although being
widely used and accepted for practical engineering applications, is not valid for more complex systems such as multi-block columns
made of stacked stone blocks, with or without mortar beds. In these cases, in fact, a correct analysis of the system should consider
rocking and sliding phenomena between the individual blocks of the structure. Due to the high non-linearity of the problem, the
evaluation of the dynamic behaviour of multi-block columns has been mostly studied in the literature using a numerical approach
such as the Discrete Element Method (DEM). This paper presents an introductory study about a proposed analytical-numerical
approach for analysing the rocking behaviour of multi-block columns subjected to a sine-pulse type ground motion. Based on the
approach proposed by Spanos (2001) for a system made of two rigid blocks, the Eulero-Lagrange method to obtain the motion
equations of the system is discussed and numerical applications are performed with case studies reported in the literature and with a
real acceleration record. The rocking response of single block and multi-block columns is compared and considerations are made
about the overturning conditions and on the effect of forcing function’s frequency.
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Real-space grids and the Octopus code as tools for the development of new simulation approaches for electronic systems

Real-space grids are a powerful alternative for the simulation of electronic systems. One of the main advantages of the approach is the flexibility and simplicity of working directly in real space where the different fields are discretized on a grid, combined with competitive numerical performance and great potential for parallelization. These properties constitute a great advantage at the time of implementing and testing new physical models. Based on our experience with the Octopus code, in this article we discuss how the real-space approach has allowed for the recent development of new ideas for the simulation of electronic systems. Among these applications are approaches to calculate response properties, modeling of photoemission, optimal control of quantum systems, simulation of plasmonic systems, and the exact solution of the Schrödinger equation for low-dimensionality systems.

Nonequilibrium processes from generalized Langevin equations: Realistic nanoscale systems connected to two thermal baths

We extend the generalized Langevin equation (GLE) method [L. Stella, C. D. Lorenz, and L. Kantorovich, Phys. Rev. B 89, 134303 (2014)] to model a central classical region connected to two realistic thermal baths at two different temperatures. In such nonequilibrium conditions a heat flow is established, via the central system, in between the two baths. The GLE-2B (GLE two baths) scheme permits us to have a realistic description of both the dissipative central system and its surrounding baths. Following the original GLE approach, the extended Langevin dynamics scheme is modified to take into account two sets of auxiliary degrees of freedom corresponding to the mapping of the vibrational properties of each bath. These auxiliary variables are then used to solve the non-Markovian dissipative dynamics of the central region. The resulting algorithm is used to study a model of a short Al nanowire connected to two baths. The results of the simulations using the GLE-2B approach are compared to the results of other simulations that were carried out using standard thermostatting approaches (based on Markovian Langevin and Nosé-Hoover thermostats). We concentrate on the steady-state regime and study the establishment of a local temperature profile within the system. The conditions for obtaining a flat profile or a temperature gradient are examined in detail, in agreement with earlier studies. The results show that the GLE-2B approach is able to treat, within a single scheme, two widely different thermal transport regimes, i.e., ballistic systems, with no temperature gradient, and diffusive systems with a temperature gradient.

Lo que cuento no es mi cuento: Cultura andina y tradición oral

Alfredo Mires asumió en 1982 la conducción de la Red de Bibliotecas Rurales de Cajamarca. Apuntaló desde entonces la organícidad y principios que ahora caracterizan este movimiento. Desde antes ya habia acompañado procesos de rescate cultural y sustentó el inicio de esta tarea al interior de la Red. En 1986, via asambleas y reuniones con campesinos y en las propias comunidades, fundó el Proyecto Enciclopedia Campesina. Fruto de esos andares es este trabajo, reflexión de la experiencia que afirma la convicción de mirar hacia las raices para seguir creciendo. Aquí se suman muchas lunas y soles, armadas con Ia hoja sagrada y caminatas interminables acompañando este proceso éducativo-cultural desde y con las propias comunidades campesinas. Lo que cuento no es mi cuento fue concebido inicialmente como una tesis, pero revisado y ampliado, precisa la concepción y la experiencia sostenida. Porque hablar del saber andino y de las experiencias mencionadas, es habitual de una población que vive, recrea, fortalece y recupera de manera permanente y desde siempre el equilibrio sagrado entre sociedad y naturaleza.

Proyecto de factibilidad para la creación de un Centro de fortalecimiento físico y espiritual en la ciudad de Quito

La idea de la Creación de un Centro de Fortalecimiento Físico y Espiritual en la ciudad de Quito es para contrarestar principalmente el estrés de las personas, pues la gran mayoría de los quiteños tienen o han tenido algunos de los síntomas que este mal produce, estos son causados por las preocupaciones diarias producidas por el trabajo, estudio o problemas personales. Zona vital brindará los servicios de masajes reductores (maderoterapia), masajes antiestrés, capoeira, reiki, baños de cajón. Todos estos tratamientos ayudan a que el organismo de las personas se mantenga sanos y otro punto muy importante es que la mente también es beneficiada, pues con la ayuda de estas actividades se encuentra un punto de equilibrio entre el cuerpo y el alma. Para el desarrollo de este proyecto fue necesario conocer las necesidades de los consumidores por lo que el estudio de mercado facilitó realizar este análisis, obteniendo datos como los ingresos, los precios, demanda, oferta y el interés por parte de los individuos en asistir a un lugar donde se entreguen los servicios anteriormente mencionados. Todas estas variables ayudaron ha determinar la necesidad de la creación de un centro para cubrir la demanda insatisfecha existente actualmente.

Diseño de una Empresa Agrícola productora de frutilla en la ciudad de Quito

El diseño de una empresa agrícola productora de frutilla en la ciudad de Quito, fue creado con el fin de implementar un proyecto atractivo con ventajas competitivas que permitan obtener resultados positivos, dentro del cual se realizan cuatro estudios que son: de mercado, técnico, financiero y de impacto. Por tanto, para observar la viabilidad del mismo se investigó utilizando una muestra poblacional de 384 familias del sector norte de la ciudad de Quito y mediante la colaboración de otras fuentes, con lo cual se pudo obtener resultados confiables sobre la oferta y demanda de frutilla existente en la ciudad de Quito, con lo cual se obtuvo que la oferta de frutilla para el presente año, en la ciudad de Quito, es de 3`564.074 kilos y la demanda es de 4´455.093 kilos, resultando una demanda insatisfecha de 891.018 kilos de frutilla, cuya demanda puede ser satisfecha con la implementación de proyectos como éste. Esta empresa estará ubicada en el sector norte de Quito, en San Juan de Calderón, donde se realizará el cultivo de frutilla con la utilización de un terreno de 1080 metros cuadrados, distribuidos eficiente y adecuadamente para obtener la productividad esperada, constando de 12 platabandas con tres hileras cada una, que medirán 47 metros de largo y 1 metro de ancho, cuyo cultivo, producirá la cantidad de 18360 kilos de frutilla al año. Contando con las respectivas contingencias, este cultivo se desarrolla en un ciclo de producción de tres meses, momento en el cual ya está lista la fruta para su distribución, realizando para esto tres siembras de cuatro platabandas cada una de ellas, las cuales se sembrarán cuatro en enero, cuatro en febrero y las últimas cuatro platabandas en marzo, obteniendo con esto una producción secuencial mensual a partir del mes de abril del primer año, puesto que la cantidad de equilibrio de la distribución de frutilla en la ciudad de Quito es de 8.098 kilos al año, lo que representa que la producción a obtener es superior, también es necesario expresar que aunque es un cultivo muy fácil de implementar se deben tener los conocimientos necesarios para ello, cuya información se encuentra en el presente trabajo.

Development of open models and tools for seismic risk assessment: application to Portugal

The exponential growth of the world population has led to an increase of settlements often located in areas prone to natural disasters, including earthquakes. Consequently, despite the important advances in the field of natural catastrophes modelling and risk mitigation actions, the overall human losses have continued to increase and unprecedented economic losses have been registered. In the research work presented herein, various areas of earthquake engineering and seismology are thoroughly investigated, and a case study application for mainland Portugal is performed. Seismic risk assessment is a critical link in the reduction of casualties and damages due to earthquakes. Recognition of this relation has led to a rapid rise in demand for accurate, reliable and flexible numerical tools and software. In the present work, an open-source platform for seismic hazard and risk assessment is developed. This software is capable of computing the distribution of losses or damage for an earthquake scenario (deterministic event-based) or earthquake losses due to all the possible seismic events that might occur within a region for a given interval of time (probabilistic event-based). This effort has been developed following an open and transparent philosophy and therefore, it is available to any individual or institution. The estimation of the seismic risk depends mainly on three components: seismic hazard, exposure and vulnerability. The latter component assumes special importance, as by intervening with appropriate retrofitting solutions, it may be possible to decrease directly the seismic risk. The employment of analytical methodologies is fundamental in the assessment of structural vulnerability, particularly in regions where post-earthquake building damage might not be available. Several common methodologies are investigated, and conclusions are yielded regarding the method that can provide an optimal balance between accuracy and computational effort. In addition, a simplified approach based on the displacement-based earthquake loss assessment (DBELA) is proposed, which allows for the rapid estimation of fragility curves, considering a wide spectrum of uncertainties. A novel vulnerability model for the reinforced concrete building stock in Portugal is proposed in this work, using statistical information collected from hundreds of real buildings. An analytical approach based on nonlinear time history analysis is adopted and the impact of a set of key parameters investigated, including the damage state criteria and the chosen intensity measure type. A comprehensive review of previous studies that contributed to the understanding of the seismic hazard and risk for Portugal is presented. An existing seismic source model was employed with recently proposed attenuation models to calculate probabilistic seismic hazard throughout the territory. The latter results are combined with information from the 2011 Building Census and the aforementioned vulnerability model to estimate economic loss maps for a return period of 475 years. These losses are disaggregated across the different building typologies and conclusions are yielded regarding the type of construction more vulnerable to seismic activity.

Detection of non-steroidal anti-inflammatory drugs in aqueous effluents using ionic liquids

Significant improvements in human health have been achieved through the increased consumption of pharmaceutical drugs. However, most of these active pharmaceutical ingredients (APIs) are excreted by mammals (in a metabolized or unchanged form) into the environment. The presence of residual amounts of these contaminants was already confirmed in aqueous streams since treatment processes either wastewater treatment plants (WWTPs) or sewage treatment plants (STPs) are not specifically designed for this type of pollutants. Although they are present in aqueous effluents, they are usually at very low concentrations, most of the times below the detection limits of analytical equipment used for their quantification, hindering their accurate monitoring. Therefore, the development of a pre-concentration technique in order to accurately quantify and monitor these components in aqueous streams is of major relevance. This work addresses the use of liquid-liquid equilibria, applying ionic liquids (ILs), for the extraction and concentration of non-steroidal anti-inflammatory drugs (NSAIDs) from aqueous effluents. Particularly, aqueous biphasic systems (ABSs) composed of ILs and potassium citrate were investigated in the extraction and concentration of naproxen, diclofenac and ketoprofen from aqueous media. Both the extraction efficiency and concentration factor achievable by these systems was determined and evaluated. Within the best conditions, extraction efficiencies of 99.4% and concentration factors up to 13 times were obtained.

Análise geometricamente não-linear de estruturas adaptativas piezolaminadas

Neste trabalho apresenta-se um modelo de elementos finitos, baseado na teoria clássica de placas, para a análise linear e não-linear de estruturas do tipo placa/casca integrando sensores e actuadores piezoeléctricos. É usado um simples e eficiente elemento placa/casca triangular plano de 3 nós, e em cuja formulação se introduz um grau de liberdade referente ao potencial eléctrico, por cada camada piezoeléctrica do elemento finito. É utilizada a formulação Lagrangeana actualizada associada à tecnica de Newton - Raphson para a solução iterativa das equações de equilibrio .O modelo pode ser aplicado a cascas piezolaminadas com geometria e carregamento arbitrários. Apresentam-se vários exemplos ilustrativos cujos resultados mostram a eficiencia do modelo proposto.

Placas elasto-electro-magnéticas

Neste trabalho apresenta-se um modelo de elementos finitos, baseado na teoria clássica de placas, para a análise linear e não-linear de estruturas do tipo placa/casca integrando sensores e actuadores piezoeléctricos. É usado um simples e eficiente elemento placa/casca triangular plano de 3 nós, e em cuja formulação se introduz um grau de liberdade referente ao potencial eléctrico, por cada camada piezoeléctrica do elemento finito. É utilizada a formulação Lagrangeana actualizada associada à tecnica de Newton - Raphson para a solução iterativa das equações de equilibrio .O modelo pode ser aplicado a cascas piezolaminadas com geometria e carregamento arbitrários. Apresentam-se vários exemplos ilustrativos cujos resultados mostram a eficiencia do modelo proposto.

Assessing soil erosion due to land use change at the Alqueva reservoir surrounding area

Tese de doutoramento, Ciências do Mar, da Terra e do Ambiente, Faculdade de Ciências e Tecnologia, Universidade do Algarve, 2015

Satisfação marital e stresse parental em mães da população geral: um estudo correlacional

Dissertação de mestrado, Psicologia Clínica e da Saúde, Faculdade de Ciências Humanas e Sociais, Universidade do Algarve, 2015