23 resultados para Calvo Asensio, Pedro.
Resumo:
BioMet®Phon is a software application developed for the characterization of voice in voice quality evaluation. Initially it was conceived as plain research code to estimate the glottal source from voice and obtain the biomechanical parameters of the vocal folds from the spectral density of the estimate. This code grew to what is now the Glottex®Engine package (G®E). Further demands from users in laryngology and speech therapy fields instantiated the development of a specific Graphic User Interface (GUI’s) to encapsulate user interaction with the G®E. This gave place to BioMet®Phon, an application which extracts the glottal source from voice and offers a complete parameterization of this signal, including distortion, cepstral, spectral, biomechanical, time domain, contact and tremor parameters. The semantic capabilities of biomechanical parameters are discussed. Study cases from its application to the field of laryngology and speech therapy are given and discussed. Validation results in voice pathology detection are also presented. Applications to laryngology, speech therapy, and monitoring neurological deterioration in the elder are proposed.
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The Glottal Source correlates reconstructed from the phonated parts of voice may render interesting information with applicability in different fields. One of them is defective closure (gap) detection. Through the paper the background to explain the physical foundations of defective gap are reviewed. A possible method to estimate defective gap is also presented based on a Wavelet Description of the Glottal Source. The method is validated using results from the analysis of a gender-balanced speakers database. Normative values for the different parameters estimated are given. A set of study cases with deficient glottal closure is presented and discussed.
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Artículo incluido en la recopilación "Sobre monumentos y otros escritos". Paginación original de la revista Arquitectura: 288-290
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This work analysed the feasibility of using a fast, customized Monte Carlo (MC) method to perform accurate computation of dose distributions during pre- and intraplanning of intraoperative electron radiation therapy (IOERT) procedures. The MC method that was implemented, which has been integrated into a specific innovative simulation and planning tool, is able to simulate the fate of thousands of particles per second, and it was the aim of this work to determine the level of interactivity that could be achieved. The planning workflow enabled calibration of the imaging and treatment equipment, as well as manipulation of the surgical frame and insertion of the protection shields around the organs at risk and other beam modifiers. In this way, the multidisciplinary team involved in IOERT has all the tools necessary to perform complex MC dosage simulations adapted to their equipment in an efficient and transparent way. To assess the accuracy and reliability of this MC technique, dose distributions for a monoenergetic source were compared with those obtained using a general-purpose software package used widely in medical physics applications. Once accuracy of the underlying simulator was confirmed, a clinical accelerator was modelled and experimental measurements in water were conducted. A comparison was made with the output from the simulator to identify the conditions under which accurate dose estimations could be obtained in less than 3 min, which is the threshold imposed to allow for interactive use of the tool in treatment planning. Finally, a clinically relevant scenario, namely early-stage breast cancer treatment, was simulated with pre- and intraoperative volumes to verify that it was feasible to use the MC tool intraoperatively and to adjust dose delivery based on the simulation output, without compromising accuracy. The workflow provided a satisfactory model of the treatment head and the imaging system, enabling proper configuration of the treatment planning system and providing good accuracy in the dosage simulation.
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El arquitecto Pedro Muguruza (1893-1952) fue protagonista de la cultura arquitectónica española de la primera mitad del siglo XX. El estudio de su obra ha sido una carencia dentro de la historiografía de la materia, por lo que la tesis constituye una primera investigación en conjunto de su trayectoria profesional. Muguruza realizó una obra abundante y diversa, pero además fue catedrático de la Escuela de Arquitectura de Madrid, académico de San Fernando y primer director general de arquitectura; datos que corroboran la necesidad de haber desarrollado una monografía con un enfoque global. La tesis ha ordenado, clasificado y analizado sus trabajos, tanto desde un punto de vista histórico como desde el punto de vista arquitectónico. En la investigación se ha recurrido a fuentes primarias y secundarias; y una de las aportaciones de la tesis es el riguroso soporte documental sobre el que se asienta. El trabajo tiene un desarrollo cronológico, dividido en tres capítulos identificados como las etapas generales de su carrera: 1. Años de formación y trayectorias iniciales (1909- 1923), 2. Desarrollo profesional (1923-1938), 3. Las tareas en la administración estatal y último periodo (1938-1952). Asimismo, se ha llevado a cabo el catálogo de su obra —también ordenado cronológicamente—, herramienta que posibilita recorrer de principio a fin el listado y las referencias de su arquitectura. En este apartado se han reproducido más de 1.200 imágenes de 294 proyectos. La tesis ha revisado y descubierto la obra de un arquitecto de mayor recorrido y versatilidad del conocido hasta ahora; personaje complejo de abordar, asociado al franquismo, —cuando en realidad desarrolló una gran parte de sus proyectos en la década de los años veinte y treinta—, difícil de abarcar en todas sus dimensiones, arquitectónica, artística e institucional. La investigación ha permitido indagar y exponer sus proyectos iniciales hasta los de la etapa de madurez, gracias a lo que se han determinado los géneros y los procesos de su trabajo, las constantes de su trayectoria y las referencias e influencias que recibió, tanto de corrientes nacionales como de extranjeras. También se ha revisado su pensamiento arquitectónico a través de sus escritos. El trabajo ofrece un panorama más completo del que entonces se tenía del polifacético Muguruza; arquitecto que se puede presentar como un prototipo reflejo de nuestro pasado reciente, y que al conocer su obra se conoce una parte significativa y destacada de la historia de la arquitectura española contemporánea. ABSTRACT Architect Pedro Muguruza (1893-1952) was a pivotal figure in the Spanish architectural culture of the first half of the 20th century. However, his work as a whole has been insufficiently approached by architectural historiography. This thesis is indeed the first comprehensive research of his professional career. Muguruza’s work is abundant and diverse. He was also a professor at the School of Architecture in Madrid, a luminary scholar at the Royal Academy of Fine Arts of San Fernando and the first General Director of Architecture in Spain. All these facts compel a profound monographic exploration of his far-reaching working path. Muguruza’s projects have been organized, classified and analyzed in this thesis both from historical and architectural points of view. Primary and secondary sources have been scrutinized throughout this research and one of the assets of this project is the rigorous documentation on which it is firmly grounded. The results of this research have been chronologically organized and structured into three chapters identified with the general stages of his prolific career: 1. Training years and his initial paths (1909-1923). 2. Professional development (1923-1938). 3. His role in the state administration and his last period (1938-1952). A chronological catalogue of all his architectural work has also been carried out as part of this project. This catalogue offers the possibility to track his works and all references to them under a historical perspective. More than 1,200 images of his projects have been included in this catalogue. The thesis has gone through and shown up the work of an architect whose magnitude and versatility is much more than what previously known. Muguruza represents a complicated figure to approach ideologically speaking because of his later relationship to Franco’s regime – when in fact Muguruza developed a big part of his projects in the 20’s and 30’s before the dictatorship –. He is also a difficult figure to research on because of his exhaustive working activity in different dimensions: architectural, artistic and institutional. This research allows any incoming scholars to approach Muguruza’s projects under an accurate perspective. From his initial works to his maturity period, his projects have been analyzed and classified by establishing different stages. Additionally, some constant guidelines within his long career and the influences he received both in Spain and abroad have also been identified and properly considered. His architectural line of thought has been explored through his writings too. This thesis provides a complete overview of a multifaceted Muguruza, an architect who can be introduced as an archetype of our recent cultural heritage. By exploring his work a quintessential part of the Spanish contemporary architecture is definitively revealed and acknowledged.
Resumo:
D. Luis Moya, Arquitecto: Dos edificios inéditos de los años 50. Casa en Pedro Valdivia, 8 (1956-57); Nuevo Pabellón para el Colegio del Pilar en la calle Castelló, nº 56 (1959). Madrid
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The San Pedro Bridge has six spans and is 750 m (2460 ft) long, 88 m (290 ft) high, 12 m (39 ft) wide, and curved with a radius of 700 m (2300 ft). It was built in 1993 using the cantilever method. Its super - structure is a prestressed concrete box girder with main spans of 150 m (490 ft). In 2008 and 2009, the width of the platform was enlarged to 23 m (75 ft) using five movable sets of scaffolding. The bridge remained open to traffic during construction. The original platform was widened 6 m (20 ft) on each side by connecting a new lightweight concrete cantilever to the original upper slab. These cantilevers were supported by steelstruts. The tie into the upper slab was made with new transverse post-tensioned tendons. The original superstructure was strengthened to resist the additional dead load of the expansion and live loads of the extra traffic. An additional new central web and a composite concrete-steel section were constructed and connected to the concrete box and central web using vertical high-strength post-tensioning bars. Also, external post-tensioning cables were implemented. It was also necessary to strengthen the connection of the original concrete box section to the piers. Detailed calculations were performed to evaluate the load distribution transmitted to the piers by the webs and by the original inclined concrete walls of the box girder. Finally, a detailed second-order-analysis of the complete structure was made to guarantee the resistance of the piers compared with actual loads