4 resultados para John, Mauropus, Metropolitan of Euchaita, fl. 11th cent.
em Universidad Politécnica de Madrid
Resumo:
EWT back contact solar cells are manufactured from very thin silicon wafers. These wafers are drilled by means of a laser process creating a matrix of tiny holes with a density of approximately 125 holes per square centimeter. Their influence in the stiffness and mechanical strength has been studied. To this end, both wafers with and without holes have been tested with the ring on ring test. Numerical simulations of the tests have been carried out through the Finite Element Method taking into account the non-linearities present in the tests. It's shown that one may use coarse meshes without holes to simulate the test and after that sub models are used for the estimation of the stress concentration around the holes.
Resumo:
The prediction of train induced vibration levels in structures close to railway tracks before track construction starts is important in order to avoid having to implement costly mitigation measures afterwards. The used models require an accurate characterization of the propagation medium i.e. the soil layers. To this end the spectral analysis of surface waves (SASW) method has been chosen among the active surface waves techniques available. As dynamic source a modal sledge hammer has been used. The generated vibrations have been measured at known offsets by means of several accelerometers. There are many parameters involved in estimating the experimental dispersion curve and, later on, thickness and propagation velocities of the different layers. Tests have been carried out at the Segovia railway station. Its main building covers some of the railway tracks and vibration problems in the building should be avoided. In the paper these tests as well as the influence of several parameters on the estimated soil profile will be detailed.
Resumo:
Laminatedglass is composed of two glass layers and a thin intermediate PVB layer, strongly influencing PVB's viscoelastic behaviour its dynamic response. While natural frequencies are relatively easily identified even with simplified FE models, damping ratios are not identified with such an ease. In order to determine to what extent external factors influence dampingidentification, different tests have been carried out. The external factors considered, apart from temperature, are accelerometers, connection cables and the effect of the glass layers. To analyse the influence of the accelerometers and their connection cables a laser measuring device was employed considering three possibilities: sample without instrumentation, sample with the accelerometers fixed and sample completely instrumented. When the sample is completely instrumented, accelerometer readings are also analysed. To take into consideration the effect of the glass layers, tests were realised both for laminatedglass and monolithic samples. This paper presents in depth data analysis of the different configurations and establishes criteria for data acquisition when testing laminatedglass.
Resumo:
El territorio chileno esta propenso, desde antes que se constituyera como nación, al impacto del comportamiento de la naturaleza que le es inherente y que también le produce daños. Está representado en los seísmos, los más dañinos. Todavía, la sociedad chilena no termina de comprender que esos daños, son parte de un desequilibrio de una convivencia armoniosa entre ella y esa naturaleza, puesto que el ser humano que vive y habita sobre ella, también lo es. Así entonces, cada vez que el territorio y su espacio son remecidos por los seísmos, la naturaleza, manifestada en la sociedad, adquiere nuevos aprendizajes para mejorar la respuesta al próximo evento. El terremoto 2010 de 8.8° Richter, fue el segundo de mayor magnitud después del otro que hasta ahora, es el más grande del planeta, y que pudo ser medido. Aquel, fue el terremoto de Valdivia de 9,5° Richter, ocurrido el 22 de mayo de 1960. Las sociedades no son estáticas, cambian, son dinámicas. Esta vez el seísmo del 2010, ocurrió en una sociedad que hace ya 35 años, adoptó un modelo de economía de libre mercado. La pobreza que tenía a 1990, era de aproximadamente, un 40%. La del 2010, de un 14%. Durante la dictadura militar hubo otro seísmo de 7,8° Richter, recién instalándose el modelo aludido. El del 2010, permite sacar conclusiones en el contexto de este modelo económico. Los resultados aparentemente son interesantes en cuanto a que hubo pocas víctimas pero por otra parte, hubo un gran daño económico. La tesis profundiza en el impacto del seísmo en la dimensión del parque habitacional construido y de la vivienda social y en los habitantes más pobres y vulnerables. Es la primera investigación sobre seísmos y vivienda social en Chile. Se asume la hipótesis que ciertas variables por una parte, y una cultura antisísmica por otra, están presentes y han penetrado en los sectores populares durante los últimos 50 años y que ello, podría estar en la base de los resultados obtenidos. Se plantea una suerte de “matrimonio bien avenido” entre el habitante y políticas públicas en vivienda. De ello, se derivan recomendaciones para mejorar los avances en el problema investigado que se contextualizan en referencia al marco teórico elaborado. Sin embargo, y no obstante lo investigado, lo ya avanzado no garantiza buenos resultados en el próximo evento, Por ello, los aprendizajes nutren a otros, nuevos, que acompañarán a la sociedad chilena en su esencia e identidad como nación. ABSTRACT Long before its establishment as an independent nation, the Chilean territory has been prone to the impact of nature, which is an inherent and damaging feature of this land. Such an impact is represented by earthquakes, which are regarded as the most damaging natural disasters. Today, the Chilean society is still unable to understand that these impacts are part of an unbalanced coexistence between individuals and nature since human beings, who live and inhabit this space, are also an element of nature. Therefore, each time this territory is hit by earthquakes, nature —represented by society— learns new lessons in order to provide a better response to future events. The 2010 earthquake, which rated 8.8 on the Richter scale, was the second largest earthquake after the most powerful earthquake ever recorded. Such an event was the Valdivia earthquake of May 22, 1960, which rated 9.5 on the Richter scale. Societies are not static as they are changing and dynamic. The 2010 earthquake took place within a context in which society operated under a free market economy model that had been running for 35 years. As of 1990, 40 per cent of the population lived in poverty; in 2010, such a figure was reduced to 14 per cent. Likewise, a magnitude 7.8 quake struck the country during the military regime period in the early days of the above model. The 2010 earthquake allows us to draw some conclusions within the context of this economic model. Results are interesting since there were few fatalities but significant economic loss. This thesis provides insights into the impact of the 2010 earthquake on the housing stock, social housing and those living in poverty and vulnerability. This is the first research on earthquakes and social housing conducted in Chile. The hypothesis is that certain variables and anti-seismic culture have permeated popular segments of the population over the last 50 years. The latter may be at the basis of the results obtained during this research. Likewise, this study proposes a certain “happy marriage” between the inhabitant and public policies on housing. The above offers some recommendations intended to further explore this issue; these suggestions are contextualized according to the theoretical framework developed in this research. However, current progress on this matter does not ensure positive results in the event of an earthquake. This is why these lessons will serve as models for future events, which are intrinsically tied to local society and Chilean identity.