The Ciborium or Lantern Tower of Valencia Cathedral: Geometry, Construction and Stability

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.

The Ciborium or Lantern Tower of Valencia Cathedral: Geometry, Construction and Stability

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.

A landscape architectural design approach:the restoration of the Angel Tower and the Cloister of the Cathedral of Cuenca.

Este artículo trata de analizar la reciente evolución de los conceptos sobre intervención en el Patrimonio Cultural. Para ello utiliza como modelo el proyecto metodológico aplicado sobre las dos últimas actuaciones efectuadas en la Catedral de Cuenca. La Carta de Atenas, 1931, que estableció las bases de la modernidad sobre las dos trayectorias de espacio y tiempo, concuerdan hoy después de casi un siglo, recuperando su punto de encuentro. El artículo básicamente valora el potencial que los proyectos contemporáneos de intervención en el patrimonio pueden ofrecer cuando estudias su trayectoria en el paisaje. En orden a certificar sus transformaciones desde la actualidad, el singular monumento de la Catedral de Cuenca, utilizado como modelo, nos aporta a través de sus materiales y morfología la memoria secular que nos informa de sus técnicas constructivas y valores sociales. Este modelo abre un diálogo entre teoría y práctica reflejado a través de los trabajos de restauración aplicados. Después de treinta años de experiencia restauradora llevada a cabo por los autores, las dos últimas intervenciones que son minuciosamente expuestas, revelan algunas nuevas estrategias de aplicación en el proyecto de intervención.

Alminar Tower, Dubai (2013)

ALGHURAIR ALMINAR. A white tower in Dubai = ALGHURAIR ALMINAR. Una torre blanca en Dubai

Telefónica Tower

A tower is proposed in the highest part of the city of Madrid, in La Moraleja, so high, so very high that one might just see the sea on a clear day. = Se propone una torre en lo más alto de Madrid, en la Moraleja, tan alta tan alta que desde ella podría verse el mar en los días claros.

Tower of Martín González or castle of La Raya (Soria): territory, history, defense and construction / La torre de Martín González o castillo de La Raya (Soria): territorio, historia, defensa y construcción

Abstract The Tower of Martín González, also known as castle of La Raya, is placed in the actual border between the Spanish provinces of Soria and Zaragoza and in the historical limit between the Crowns of Castile and Aragon: this is the reason for its name. The castle dominates the hedge of the plain-moors that surround the Valley of Nágima River. It is a castle with courtyard and a high tower in the western flank. The paper analyzes the castle in four main levels. All references about the castle are studied to draw a historical narration and to relate with the territory and other fortifications, both Castilian and Aragonese. Despite its advanced state of ruin, it preserves many rests that allow making an analysis of its defensive elements and constructive aspects. Resumen La torre de Martín González, también conocida como el castillo de La Raya, se sitúa en el límite actual entre las provincias de Soria y Zaragoza y en el límite histórico entre las coronas de Castilla y Aragón. Domina el extremo de los páramos que circundan el río Nágima. Es un castillo de tipo torrejón con patio de armas y una torre del homenaje adosada a su flanco occidental. El análisis contempla cuatro niveles fundamentales para el entendimiento de la arquitectura fortificada. La comunicación revisa la documentación existente sobre los elementos históricos que se ponen en relación, mediante el análisis territorial, con el sistema fortificado de frontera. A pesar de su avanzado estado de ruina, conserva restos que permiten realizar una lectura interpretativa de sus elementos defensivos y de sus aspectos constructivos.

Study of the foundations, bearing soil and stability of the minaret-tower of Cordobas Mosque

This research in Cordoba's mosque tower main objective was to analyze and characterize the foundations and the underlying soil, calculating the stability of the monument as well as the settlement and deformations performed, using traditional calculation methods and also by finite elements, and to determine differences between both, as well as the stability factor of the Minaret Tower. The works done to study the soil, were drill bores and dynamic penetration tests, classification of samples by size, Atterberg limits, physical and chemical analysis, showing the typical geotechnical composition of the Guadalquivir valley: an alluvial material composed by sand, gravels and silt clays. To study the foundations, inclined bore samples were extracted with 10-65º, showing calcarenite stone ashlars and lime concrete alternating with stone and brick masonry.

De la isla de Menorca a las costas sur y este de Inglaterra: análisis del prototipo de torre Martello = From the island of Minorca to the south and east coasts of England: analysis of the prototype of the Martello tower

Esta tesis doctoral desarrolla una investigación original sobre las torres defensivas de Menorca y las torres Martello de las costas sur y este de Inglaterra. Con respecto a las torres menorquinas, se distinguen las de Alcaufar y Punta Prima, construidas por ingenieros militares españoles, en 1786; de las levantadas por el ejército británico durante su último periodo de dominación de la isla, entre 1798 y 1802. Estos ingenieros reales británicos construyen las torres Martello en las costas inglesas, entre 1805 y 1812; y otras, semejantes a ellas, en el resto de su Imperio, hasta mediados del siglo XIX. La falta de estudios que relacionen las torres defensivas de Menorca y las Martello inglesas dentro del marco disciplinario de la construcción, ha constituido la justificación de esta investigación. La hipótesis de trabajo plantea un objetivo principal: el estudio y análisis comparativo entre ellas, que se desarrolla en varios niveles de análisis: morfológico, físico-constructivo, de visibilidades; pero también territorial, histórico y poliorcético. Esta tesis cuestiona, en consecuencia, la idea tradicionalmente aceptada de que las torres Martello tomaran la torre de Mortella, en Córcega, o cualquiera de las denominadas torres "preMartello", como referencia para crear su prototipo. La metodología empleada combina los trabajos de gabinete con una intensa labor de campo, en la que se documentaron cincuenta y siete torres, catorce en Menorca y cuarenta y tres en Inglaterra. Se han redactado sus correspondientes fichas de datos, que incluyen aspectos generales - morfológicos y constructivos -, así como documentación fotográfica. Se han elaborado los levantamientos morfológicos de siete de estas torres, aquellas que por sus particularidades constructivas, o bien representan un determinado tipo de torre, o bien se distinguen del resto. Del mismo modo, se han desarrollado los levantamientos físico-constructivos y la caracterización de materiales de las cuatro torres más relevantes para este estudio: las menorquinas Alcaufar y Punta Prima, y las torres 24 y C, que ejemplifican, respectivamente, las levantadas en las costas sur y este de Inglaterra. El sistemático método de trabajo llevado a cabo ha favorecido la investigación y ha ayudado a obtener conclusiones que verifican la hipótesis planteada en la tesis y cumplen los objetivos establecidos al comienzo de la misma. ABSTRACT This doctoral thesis develops an original research on the defensive towers of Minorca, and the Martello towers on the south and east coasts of England. Regarding the Minorcan towers, Alcaufar and Punta Prima, built by the Spanish military engineers in 1786, must be distinguished from those erected by the British Army during its last period of domination of the island between 1798 and 1802. These Royal Engineers build the Martello towers on the English coasts between 1805 and 1812; and others, similar to them, in the rest of their Empire until the middle of the 19th century. The lack of studies linking these Minorcan and English towers, within the disciplinary framework of construction, has been the justification for this research. The hypothesis poses a main goal: the study and comparative analysis of them, which takes place at several levels of analysis: morphological, constructive, of visibilities; but also territorial, historical and poliorcetic. Consequently, this thesis questions the traditionally accepted notion that the Martello towers took the Corsican Mortella Tower, or any of the so-called “preMartello” towers as a reference to create their prototype. The methodology combines the cabinet works with significant fieldwork, in which fifty seven towers were documented, fourteen in Minorca and forty three in England. The corresponding data sheets were drafted including general aspects - morphological and constructive-, and photographic documentation. Morphological survey plans were developed for seven of these towers due to their construction peculiarities, which either denote a specific type of tower or makes it stand out from the rest. Likewise, constructive survey plans and material characterisation sheets of the four more relevant towers in this study were developed: the Minorcan Alcaufar and Punta Prima, and towers 24 and C, both respectively exemplifying those built on the south and east coasts of England. The systematic method of work encouraged the research and helped to draw conclusions that both confirm the hypothesis raised in the thesis and meet the objectives established at the beginning of it.

Wave Statistics and Space-time Extremes via Stereo Imaging

We present an analysis of the space-time dynamics of oceanic sea states exploiting stereo imaging techniques. In particular, a novel Wave Acquisition Stereo System (WASS) has been developed and deployed at the oceanographic tower Acqua Alta in the Northern Adriatic Sea, off the Venice coast in Italy. The analysis of WASS video measurements yields accurate estimates of the oceanic sea state dynamics, the associated directional spectra and wave surface statistics that agree well with theoretical models. Finally, we show that a space-time extreme, defined as the expected largest surface wave height over an area, is considerably larger than the maximum crest observed in time at a point, in agreement with theoretical predictions.

A numerical study of Bi-periodic binary diffraction gratings for solar cell applications

In this paper, a numerical study is made of simple bi-periodic binary diffraction gratings for solar cell applications. The gratings consist of hexagonal arrays of elliptical towers and wells etched directly into the solar cell substrate. The gratings are applied to two distinct solar cell technologies: a quantum dot intermediate band solar cell (QD-IBSC) and a crystalline silicon solar cell (SSC). In each case, the expected photocurrent increase due to the presence of the grating is calculated assuming AM1.5D illumination. For each technology, the grating period, well/tower depth and well/tower radii are optimised to maximise the photocurrent. The optimum parameters are presented. Results are presented for QD-IBSCs with a range of quantum dot layers and for SSCs with a range of thicknesses. For the QD-IBSC, it is found that the optimised grating leads to an absorption enhancement above that calculated for an ideally Lambertian scatterer for cells with less than 70 quantum dot layers. In a QD-IBSC with 50 quantum dot layers equipped with the optimum grating, the weak intermediate band to conduction band transition absorbs roughly half the photons in the corresponding sub-range of the AM1.5D spectrum. For the SSC, it is found that the optimised grating leads to an absorption enhancement above that calculated for an ideally Lambertian scatterer for cells with thicknesses of 10 ?m or greater. A 20um thick SSC equipped with the optimised grating leads to an absorption enhancement above that of a 200um thick SSC equipped with a planar back reflector.

Automatic Understanding of ATC Speech: Study of Prospectives and Field Experiments for Several Controller Positions

Although there has been a lot of interest in recognizing and understanding air traffic control (ATC) speech, none of the published works have obtained detailed field data results. We have developed a system able to identify the language spoken and recognize and understand sentences in both Spanish and English. We also present field results for several in-tower controller positions. To the best of our knowledge, this is the first time that field ATC speech (not simulated) is captured, processed, and analyzed. The use of stochastic grammars allows variations in the standard phraseology that appear in field data. The robust understanding algorithm developed has 95% concept accuracy from ATC text input. It also allows changes in the presentation order of the concepts and the correction of errors created by the speech recognition engine improving it by 17% and 25%, respectively, absolute in the percentage of fully correctly understood sentences for English and Spanish in relation to the percentages of fully correctly recognized sentences. The analysis of errors due to the spontaneity of the speech and its comparison to read speech is also carried out. A 96% word accuracy for read speech is reduced to 86% word accuracy for field ATC data for Spanish for the "clearances" task confirming that field data is needed to estimate the performance of a system. A literature review and a critical discussion on the possibilities of speech recognition and understanding technology applied to ATC speech are also given.

De la ciudad en vibración al ser resonante: Una investigación a propósito de los conciertos de campanas de Llorenç Barber

Este trabajo tiene la vocación de dibujar el mapa de los dominios de oportunidad que hay a disposición de un arquitecto, al imaginar el aspecto sonoro de la ciudad en relación con la campana. Muchas de las dimensiones señaladas, tanto conocidas como desconocidas, son sencillamente despertadas al estudio de lo que un diseñador del espacio sonoro, como Llorenç Barber, viene a decirnos, desde una disciplina aparentemente contactada, pero muchas veces paralela a la arquitectónica. Tomando los conciertos de campanas celebrados hasta la fecha como puestas en práctica real de la condición instrumental de más de doscientas ciudades de todo el mundo, el estudio analiza los hallazgos, éxitos y fracasos, obtenidos a lo largo de estos últimos veinticinco años de experiencia, como resultados explícitos de un trabajo sonoro en la ciudad, probado, contrastado y afinado, del que extraer indicaciones concretas susceptibles de ser aplicadas en el diseño del espacio urbano. Mediante un análisis triangular de vértices definidos: emisor-campana, medio-ciudad, receptor-ciudadano; la investigación aborda los aspectos relativos a la producción y recepción del fenómeno sonoro generado por la campana en la ciudad. En relación con la producción, una parte del trabajo se dedica al estudio de los efectos acústicos observados, ordenado por escalas graduales en las que se produce una distribución del sonido susceptible de diseño: el vaso de la campana, la sala de campanas, el campanario, el cuerpo del edificio, la ciudad y el territorio. A modo de cajas de resonancia y leídas como muñecas rusas, unas dentro de otras, los espacios identificados muestran cualidades sonoras específicas, definidas tanto por sus condiciones geométricas, formales, constructivas o de uso; como por las correspondientes a las subsiguientes cajas que alojan. A fin de esclarecer la influencia de tales cuestiones en el aspecto sonoro de la ciudad, se propone un modelo ordenado de conexión y desconexión de escalas, utilizando una paramétrica puramente técnica creada ex profeso, junto con variables metodológicas más tradicionales. Al mismo tiempo, y tratando de esclarecer cómo, al ser puesta en vibración, la ciudad es aprehendida, disfrutada y rememorada por el ciudadano-oyente, otra parte del trabajo se dedica al estudio de los aspectos relativos a su recepción aural en deambulación compartida. En este caso la investigación se propone reclamar otras dimensiones más subversivas que, si bien escapan a los modos habituales de trabajar del arquitecto, se revelan intensamente en la experiencia plurifocal, multiplicando los efectos a considerar: efectos funcionales y significativos, de reconocimiento, integración y pertenencia a un cuerpo territorial y social de coordenadas históricas y geográficas de nuevo significadas; efectos perceptuales de inmersión, ubicuidad, temporalidad o inestabilidad; efectos estéticos, de rememoración, interpretación simbólica y recreación poética; e incluso efectos políticos, descubriendo un espacio urbano en continua regeneración, lugar para la exposición en su doble acepción, para la exhibición y el peligro, o como contenedor situacional del más profundo sentido ciudadano. Para afinar la relevancia de lo obtenido en cada una de las dimensiones señaladas, el trabajo se articula en tres aproximaciones graduales: el corpus general de los conciertos celebrados hasta la fecha; los conciertos celebrados en España; los tres conciertos para Madrid: Magna Mater (1991), Festi Clamores (2000) y Aurea Catena (2007). Si bien el modelo propuesto nace a la luz de los conciertos de campanas de Llorenç Barber, a escala de una ciudad entera y con una intención compositiva individual, se entiende que sería útil para el uso ordenado de cualquier profesional interesado en el aspecto sonoro de la ciudad, faceta escasamente atendida, dicho sea de paso, desde la disciplina arquitectónica. ABSTRACT This work has the vocation of drawing out the numerous opportunities an architect has at his disposal, upon imagining the sonorous aspect of the city in relation to the bell. Many of the dimensions indicated, both known and unknown, are just awakened to the study of what a sound space designer, as Llorenç Barber, comes to tell us, from a discipline apparently contacted, but often parallel to the architecture. Taking the bell concerts held so far as actual implementation of the instrumental condition of over two hundred cities around the world, the study analyzes the findings, successes and failures, obtained over the last twenty years of experience, as explicit results of a sound work in the city, tested, verified and refined, from which to extract specific indications that can be applied in the design of urban space. By triangular analyzing of defined vertices: sender-bell, half-city, receptor-citizen; the research addresses issues relating to the production and reception of sound phenomenon generated by the bell in the city. In relation to production, part of the work is devoted to the study of observed acoustic effects, ordered gradual scale which produces a distribution of sound capable of design: the glass of the bell, the bell room, the bell tower and the body of the building, the city and territory. By way of sounding boards and read as if they were Russian dolls, one inside the other, the show spaces identified specific sound qualities, defined both for their geometric, formal, constructive use, such as those for hosting the subsequent boxes. In order to clarify the influence of such issues in the sound aspect of the city, we propose an ordered pattern of connection and disconnection of scales, using a purely parametric technique created on purpose, along with more traditional methodological variables. At the same time, and trying to clarify how, when set in vibration, the city is apprehended, enjoyed and remembered for the citizen-listener, another part of the work is devoted to the study of aspects of aural reception in shared ambulation. In this case the research aims to claim more subversive than other dimensions, but beyond the usual ways in which an architect works, the experience reveals intensely plurifocal multiplying effects to consider: functional effects and significant recognition and integration belonging to a body of territorial and social historical and geographical coordinates of new meaning and perceptual effects of immersion, ubiquity, timeliness or instability; aesthetic effects of recall, interpretation and recreation of symbolic poetic; and even political effects, revealing a continuous urban space regeneration site for the exhibition in its double meaning, for display and danger, or as a citizen sense container. To sharpen the relevance of what was obtained in each of the dimensions mentioned, the work is divided into three incremental approaches: the general corpus of the concerts held so far, the concerts in Spain, the three concerts for Madrid: Magna Mater (1991), Festi Clamores (2000) and Aurea Catena (2007). While the proposed model comes in the light of the bells concert Llorenç Barber, the scale of a whole city and individual compositional intent, it is understood that it would be useful for the orderly use of any professional interested in the sound aspect of the city, an aspect sparsely attended, incidentally, from the architectural discipline.

Dynamic Response of Wind Turbines to Theoretical 3D Seismic Motions Taking into Account the Rotational Component

We study the dynamic response of a wind turbine structure subjected to theoretical seismic motions, taking into account the rotational component of ground shaking. Models are generated for a shallow moderate crustal earthquake in the Madrid Region (Spain). Synthetic translational and rotational time histories are computed using the Discrete Wavenumber Method, assuming a point source and a horizontal layered earth structure. These are used to analyze the dynamic response of a wind turbine, represented by a simple finite element model. Von Mises stress values at different heights of the tower are used to study the dynamical structural response to a set of synthetic ground motion time histories

Pushover analysis for the seismic response prediction of cable-stayed bridges under multi-directional excitation

Cable-stayed bridges represent nowadays key points in transport networks and their seismic behavior needs to be fully understood, even beyond the elastic range of materials. Both nonlinear dynamic (NL-RHA) and static (pushover) procedures are currently available to face this challenge, each with intrinsic advantages and disadvantages, and their applicability in the study of the nonlinear seismic behavior of cable-stayed bridges is discussed here. The seismic response of a large number of finite element models with different span lengths, tower shapes and class of foundation soil is obtained with different procedures and compared. Several features of the original Modal Pushover Analysis (MPA) are modified in light of cable-stayed bridge characteristics, furthermore, an extension of MPA and a new coupled pushover analysis (CNSP) are suggested to estimate the complex inelastic response of such outstanding structures subjected to multi-axial strong ground motions.

Pandeo simultáneo de pilas de puente: aplicación a un cálculo sísmico tipo push-over de las pilas del puente atirantado de Bucaramanga en Colombia

Se presenta el algoritmo implementado para probar la estabilidad de pilas de puente de forma global, es decir, integradas en la estructura más general del puente. El método planteado constituye una alternativa más general al método habitual de leyes momento-curvatura. Se describe su aplicación al puente atirantado de Bucaramanga de 292 m de luz y pilas de 50 y 70 m de altura (altura total de la torre mayor de 133 m). Su aplicación, considerando confinamiento en determinadas secciones de pilas permite tener en cuenta la generación de rótulas plásticas y demostrar el grado de ductilidad alcanzado en la estructura, constituyendo una aplicación practica del método de calculo sísmico por capacidad o push-over a pilas de puente.The relevance of this article is threefold: 1st It presents in detail the algorithm used to test the stability of bridge piers in a global model, i.e., integrated in the most general structure of the bridge. 2nd The method put forward represents a more general alternative to the commonly used moment-curvature method of sectional analysis for biaxial bending under constant axial force. 3rd It describes the algorithm’s application to a 292 m span cable-stayed bridge with piers of 50 and 70 m in height (total height of the biggest tower 133 m). Its application, considering confinement in some particular cross-sections of piers permits the taking into account of “plastic hinges” phenomena due to earthquakes and demonstrates the degree of ductility achieved in the structure. This constitutes a practical application of the push-over method to bridge piers.