3 resultados para Valencia-Historia eclesiastica-Sentencias

em Universidad Politécnica de Madrid


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One of the more aspects that have shaped the landscape is the human impact. The human impact has the clearest indicator of the density of settlements in a particular geographic region. In this paper we study all settlements shown on the map of the Kingdom of Valencia, Spain Geographic Atlas (AGE) of Tomas Lopez (1788), and their correspondence with the current ones. To meet this goal we have developed a specific methodology, the systematic study of all existing settlements in historical cartography. This will determine which have disappeared and which have been renamed. The material used has been the historical cartography of Tomas Lopez, part of the AGE (1789), the Kingdom of Valencia (1789), sheets numbers (78, 79, 80 and 81); Current mapping of the provinces of Alicante, Valencia, Castellon, Teruel, Tattagona and Cuenca; As main software ArcGis V.9.3. The steps followed in the methodology are as follows: 1. Check the scale of the maps. Analyze the possible use of a spherical earth model. 2. Geo-reference of maps with latitude and longitude framework. Move the historical longitude origin to the origin longitude of modern cartography. 3 Digitize of all population settlements or cities. 4 Identify historic settlements or cities corresponding with current ones. 5. If the maps have the same orientation and scale, replace the coordinate transformation of historical settlements with a new one, by a translation in latitude and longitude equal to the calculated mean value of all ancient map points corresponding to the new. 6. Calculation of absolute accuracy of the two maps, i.e. the linear distance between the points of both maps. 7 draw in the GIS, the settlements without correspondence, in the current coordinates, and with a circle of mean error of the sheet, in order to locate their current location. If there are actual settlements exist within this circle, they are candidates to be the searched settlements. We analyzed more than 2000 settlements represented in the Atlas of Tomas Lopez of the Kingdom of Valencia (1789), of which almost 14.5% have no correspondence with the existing settlements. The rural landscape evolution of the Valencia, oldest kingdom of Valencia, one can say that can be severely affected by the anthropization suffered in the period from 1789 to the present, since 70% of existing settlements actually have appeared after Tomas Lopez¿s cartography, dated on 1789

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Early 18th century treatise writer Tomas Vicente Tosca1 includes in his Tratado de la montea y cortes de Canteria [On Masonry Design and Stone Cutting], what is an important documentary source about the lantern of Valencia Cathedral. Tosca writes about this lantern as an example of vaulting over cross arches without the need of buttresses. A geometrical description is followed by an explanation of the structural behavior which manifests his deep understanding of the mechanics of masonry structures. He tries to demonstrate the absence of buttresses supporting his thesis on the appropriate distribution of loads which will reduce the "empujos" [horizontal thrusts] to the point of not requiring more than the thickness of the walls to stand (Tosca [1727] 1992, 227-230). The present article2 assesses T osca' s appreciation studying how loads and the thrusts they generate are transmitted through the different masonry elements that constitute this ciborium. In order to do so, we first present a geometrical analysis and make considerations regarding its materials and construction methods to, subsequently, analyze its stability adopting an equilibrium approach within the theoretical framework of the lower bound limit analysis.

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La Basílica de la Virgen de los Desamparados, construida entre 1652 y 1667, es el edificio valenciano más importante del siglo XVII (Bérchez 1995). Su elemento más notables es la gran cúpula oval que, en planta, aparece inscrita en un trapezoide. Esta disposición fue muy popular en el Barroco y tiene su origen en los proyectos de Vignola para Sant Andrea in Via Flaminia (1550) y Sant= Anna dei Palafraneri (1572), véase Lotz (1955). En España se construyeron varias cúpulas ovales hacia 1600 (Rodríguez G. de Ceballos 1983); la más grande es la del convento de las Recoletas Bernardas in Alcalá de Henares, 1617-1626, con ejes de 25 x 18 m, y una altura de 11 m (según levantamiento de Schubert 1908). Treinta y tres años tras su terminación, hacia 1700, se construyó una nueva cúpula interior, encajada dentro de la original, para servir de soporte a un enorme fresco del pintor Antonio Palomino en honor de la Virgen de los Desamparados. Esta cúpula es extraordinariamente delgada y presenta algunas disposiciones que la convierten en un caso de excepcional interés en la historia de las cúpulas de fábrica. La estructura y construcción de la Basílica de los Desamparados fue estudiada exhaustivamente en los años 1990 con vistas a elaborar posteriormente un proyecto de restauración. Los trabajos y el proyecto fueron dirigidos por el arquitecto Ignacio Bosch Reig. Algunos estudios fueron publicados en 1999 (Roig y Bosch 1999), y toda la información referente a los estudios y posterior restauración fue compilada y publicada en un libro (Bosch 2006). En este caso se dispone, por tanto, de una enorme cantidad de información sobre la estructura, construcción y forma del edificio. En lo que sigue trataremos sólo la construcción y comportamiento estructural de la doble cúpula de la Basílica.