Bóvedas y contrarresto del Colegio de Nuestra Señora de la Antigua de Monforte de Lemos : geometría, construcción y mecánica

El Colegio de Nuestra Señora de la Antigua de Monforte de Lemos (1593-1619) constituye el principal ejemplo del clasicismo herreriano de Galicia. Esta tesis analiza los aspectos técnicos de la construcción de sus bóvedas de cantería, en el marco disciplinar de la Historia de la Construcción. El Colegio contiene varios tipos de bóvedas entre las que destacan su cúpula trasdosada y su escalera monumental. Además, se conservan los documentos notariales históricos que describen las obras y una de las monteas más importantes de Galicia. Las bóvedas han sufrido movimientos y algunas presentan importantes deformaciones, que han suscitado preocupación sobre su estabilidad. El estudio se organiza en tres epígrafes: geometría, construcción y mecánica, tres aspectos estrechamente interrelacionados en este tipo de estructuras. La parte de estudio geométrico parte de un levantamiento en el que se emplea una estación total sin reflectante, una técnica que permite una medición muy precisa de la forma real de las bóvedas. Como complemento se ha recurrido a técnicas de escáner fotográfico. Con los datos de las mediciones se han elaborado los dibujos de las bóvedas, y analizado sus medidas e irregularidades. Se ha incluido un análisis metrológico por métodos inductivos, que ha puesto de manifiesto la unidad utilizada en la construcción. El estudio se completa con la recopilación de las reglas de dimensionamiento que figuran en los tratados, que se comparan con las dimensiones de las bóvedas analizadas. En el estudio constructivo se registran los despieces y la configuración constructiva y se contrastan, por un lado, con las soluciones que aparecen en los principales tratados de los siglos XVI, XVII y XVIII, y por otro, con las descripciones que se encuentran en los documentos históricos del Colegio. Se ha prestado especial atención al estudio de estos documentos, que han permitido conocer algunos aspectos originales del proceso de construcción de estas bóvedas. En una de las paredes del claustro se ha identificado una montea inédita cuyo levantamiento y análisis se incorpora en esta parte. En el estudio mecánico se analiza la estabilidad dentro del marco teórico del Moderno Análisis Límite de Estructuras de Fábricas. La comprensión del comportamiento estructural, unida a la precisión de los levantamientos, ha permitido explicar los movimientos de las fábricas e inferir la geometría original de algunas de las bóvedas, no siempre evidente en los casos de fuertes deformaciones. Los estudios realizados hasta ahora en bóvedas de los siglos XVI y XVII permiten vislumbrar un panorama de soluciones constructivas más rico que el que recogen los tratados históricos. Las nuevas técnicas de medición sin contacto abren nuevas posibilidades para analizar estas estructuras. Los casos estudiados todavía son escasos y se necesita un conjunto más amplio para poder realizar un análisis general. Esta tesis aporta el estudio de uno de esos casos con el fin de contribuir al mejor conocimiento de la construcción en España en los siglos XVI y XVII. ABSTRACT The Colegio de Nuestra Señora de la Antigua (1593-1619), in Monforte de Lemos, Spain, is the best example in Galicia of the classicism influenced by the Monastery of El Escorial and his architect, Juan de Herrera. This thesis analyzes the technical aspects of the construction of its masonry vaults within the discipline of Construction History. The Colegio exhibits various types of vaults, among which the extradosed ashlar dome and the grand staircase are particularly worth mentioning. In addition, the legal documents containing thorough specifications of the work, as well as one of the construction drawings at actual size —one of the best examples in Galicia—, have both been preserved to this date. Some of the vaults have undergone important deformations that have raised concerns about their stability. The study is organized in three sections: geometry, construction, and mechanics, the three clearly interrelated in this type of structures. The geometrical study starts out with a metric survey using a reflectorless total station, a technique that allows a very precise measurement of the actual shape of the vault. This technique was complemented with the use of a photo-based 3D scanner. The resulting measurements were used to draw the vaults, and analyze their dimensions and irregularities. An inductive metrological analysis, which was able to reveal the exact metric unit utilized during the construction, is included in this section. The section is completed with the gathering of the dimensional rules appearing in the various historical treatises, which are compared with the dimensions of the actual vaults. The construction study deals with the quartering of the structure, whose results are compared, on the one hand, with the approaches appearing in the main treatises of the 16th- 18th centuries, and on the other, with the descriptions in the historical documents of the Colegio itself. Special attention has been paid to the study of these documents, which have revealed some original aspects in the construction process of the vaults. In one of the cloister’s walls, a hitherto unheard-of construction drawing at actual size was found. Its survey and analysis is included in this section. The mechanical study analyzes the Colegio's vaults stability within the theoretical frame of the Modern Limit Analysis of Masonry Structures. The interpretation of the structural behavior, coupled with the precision of the surveys, has allowed a deep understanding of the masonry’s movements and the original geometry of some of the vaults —not always evident in the case of strong deformations— has been inferred. The studies dealing with XVI and XVII century vaults conducted up to this date show a landscape of constructive solutions far richer than the one suggested in the historical treatises. The new contactless measuring techniques offer exciting possibilities for the analysis of these structures. The cases studied are still few and more would be needed before a general analysis can be attempted. This thesis constitutes one such additional case and its goal is to improve our understanding of Spanish construction in the 16th-17th centuries.

Estudio acústico de la iglesia Santa María del Castillo

En el presente proyecto se ha realizado un estudio sobre las condiciones acústicas de la iglesia Santa María del Castillo, ubicada en la localidad de Campo Real, al sureste de Madrid. Se trata de una iglesia construida entre los siglos XIV y XVII en diferentes fases, rica en características arquitectónicas correspondientes a varios estilos, tales como el gótico, el renacentista y el barroco. Reconocida en 1981 por sus valores arquitectónicos como Monumento Histórico–Artístico. A partir de unas completas mediciones del interior de la iglesia, se ha realizado un modelo tridimensional del mismo como base para la simulación mediante el software de simulación acústica EASE versión 4.3. Para conseguir que este modelo se asemeje a la realidad, se han realizado medidas del ruido de fondo en el interior de la iglesia en diferentes condiciones ambientales. Además se han creado mediante el software los coeficientes de absorción correspondientes a cada material presente en el interior de la iglesia y se han tenido en cuenta las características de los altavoces utilizados en la megafonía del recinto. El modelo en 3D obtenido caracteriza completamente las condiciones acústicas de la iglesia Santa María del Castillo, y nos sirve para valorar cómo es el sonido en el interior de la misma. Para ello obtenemos valores de diferentes parámetros acústico realizando simulaciones. Parámetros como el tiempo de reverberación y el nivel de presión sonora nos dan una idea general de cómo es el campo sonoro en el interior del recinto. Otros parámetros como el ALCons y el STI nos dan información sobre la inteligibilidad de la palabra en el recinto en el que se está realizando el estudio. Finalmente basándonos en los resultados obtenidos de la simulación se sacan conclusiones sobre las características acústicas de este recinto. La iglesia estudiada no es un recinto apropiado para la palabra y/o la música, además el predominio del campo reverberante sobre el campo directo es claro, esto es debido a las dimensiones del recinto y la poca absorción de los diferentes materiales empleados en su construcción, que son bastante reflexivos al sonido. ABSTRACT The present project undertakes the acoustic study of the church Santa María del Castillo. The church is the main temple of Campo Real, in the south-east of Madrid. It was built over different phases between the 14th and the 17th centuries and therefore, the presence of several architectural styles makes the church of Campo Real an interesting aim for this study. The building was recognised as Historic-Artistic Monument for its architectural value in 1981. Complete measurements from inside of the church were taken to build a computational 3D model which has been used to perform acoustic simulations of the church with the software EASE (Version 4.3). Noise measurements have been taken inside the church at different ambient conditions and they have been used to improve the reliability of the computational model. Furthermore, the model has been provided with software generated absorption coefficients and the characteristics of the actual loudspeakers have been taken into account. The 3D model created characterises all the acoustic conditions of the church Santa María del Castillo and allows the study of the sound properties inside the temple. Parameters such as reverberation time and sound pressure level were calculated performing simulations so the sound field inside the building can be described. Other parameters such as the Articulation Loss of Consonants (ALCons) and the Speech Transmission Index (STI) were studied to derive information about intelligibility inside the church. Finally, based on the results obtained by the simulation, I expose my conclusions about the acoustic characteristics of the building. The main conclusion derived from the present study is that the temple is not an appropriate place for voice or music listening due to the dimensions and the characteristics of the materials used in the construction since they are highly reflective to sound. The reverberant field predominates over the whole audience area in comparison with the direct field.

Fortification and Frontier: The Project Drawn up by Juan Martín Zermeño for Puebla de Sanabria in 1766

Following the death of engineer General Jorge Próspero de Verboom in 1744 and after a few years of transition in the management of Spanish fortifications, Juan Martín Zermeño took on the role, initially with a temporary mandate, but then definitively during a second period that ran from 1766 until his death in 1772. He began this second period with a certain amount of concern because of what had taken place during the last period of conflict. The Seven Years War (1756–1763) which had brought Spain into conflict with Portugal and England in the Caribbean had also lead to conflict episodes along the Spanish–Portuguese border. Zermeño’s efforts as a planner and general engineer gave priority to the northern part of the Spanish–Portuguese border. After studying the territory and the existing fortifications on both sides of the border, Zermeño drew up three important projects in 1766. The outposts that needed to be reinforced were located, from north to south, at Puebla de Sanabria, Zamora and Ciudad Rodrigo, which is where he is believed to have come from. This latter township already had a modern installation built immediately after the war of the Spanish Succession and reinforced with the Fort of La Concepción. However, Zamora and Puebla de Sanabria had some obsolete fortifications that needed modernising. Since the middle of the 15th century Puebla de Sanabria had had a modern castle with rounded turrets, that of the counts of benavente. During the 16th and 17th centuries it had also been equipped with a walled enclosure with small bastions. During the war of the Spanish Succession the Portuguese had enlarged the enclosure and had erected a tentative offshoot to the west. In order to draw up the ambitious Puebla de Sanabria project Zermeño had the aid of some previous reports and projects, such as those by the count of robelin in 1722, the one by Antonio de Gaver in 1752, and Pedro Moreau’s report dated June 1755. This study includes a technical analysis of Zermeño’s project and its strategic position within the system of fortifications along the Spanish–Portuguese border.

Fiori e spine : pensieri /

Mode of access: Internet.

Poesie liriche, sermoni e poemetti /

Mode of access: Internet.

Scelta di canzoni popolari in dialetto napoletano /

Mode of access: Internet.

Inni /

University of Illinois bookplate: "From the library of Conte Antonio Cavagna Sangiuliani di Gualdana Lazelada di Bereguardo, purchased 1921".

Guerrino detto Il Meschino, figlio del Principe Milone : che fu rubato dai Corsari e venduto ad un mercante ...

Mode of access: Internet.

Antologia italiana /

Mode of access: Internet.

Istituzioni oratorie, sugli esemplari de' primi maestri di quest' arte composte, ed arricchite di bellissimi esempii per uso della gioventù studiosa; e l'Introduzione alla poesia latina, ed italiana.

Mode of access: Internet.

Fiore di leggende : cantári antichi /

Includes bibliographical references and index.

Arco trionfale eretto alle glorie dell'eminentiss.mo e rev.mo prencipe il sig.re cardinale Gio. Stefano Donghi : ossequio poetico /

Signatures: pi² A-C⁴.

Raccolta di poemi didascalici.

La nautica di B. Baldi.--Della sifilide, ovvero Del morbo gallico di G. Francastoro, libri tre volgarizzati da V. Benini, con annotazioni.--La coltivazione del riso del marchese G.B. Spolverini colle varie lezioni.

In biblioteca : appunti /

Bibliographical references at end of each essay.

Raccolta dei poeti satirici italiani,

"In luogo di porgere qui a modo di Prefazione una storia generale della satira italiana ... noi preferimmo preporre alcuni cenni biografici e bibliografici alle satire di ciascun autore; tanto più che come Introdusione generale ... ci fu concesso dallá ... cortesia del sig. Giulio Carcano di riprodurre il ... suo Discorso ... inserito a brani nella Rivista europea."--Pref. signed: Predari.