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.

La barrera del análisis estructural y la representación gráfica en el desarrollo de los proyectos arquitectónicos: el caso de la Ópera de Sidney

En numerosas ocasiones a lo largo de la historia la imaginación de los creadores ha ido por delante de las posibilidades técnicas de cada momento. Así, muchas de estas nuevas ideas han requerido largos periodos de tiempo para materializarse como realidad construida, hasta que el desarrollo tecnológico e industrial hubo alcanzado un grado de madurez suficiente. En el campo de la arquitectura, estas limitaciones técnicas se han ido acotando paulatinamente hasta desembocar en la situación actual en la que cualquier planteamiento formal puede ser representado gráficamente y analizado desde un punto de vista estructural, superádose de este modo la barrera existente históricamente en el tratamiento de las formas. A lo largo del presente tesis doctoral se analiza cómo la formulación del Método de los Elementos Finitos en la década de los cincuenta y las curvas de Bézier en la década de los sesenta del siglo pasado y la posterior generalización de los ordenadores personales y de los programas informáticos asociados (C.A.D. y F.E.M. principalmente) en los estudios de arquitectura e ingeniería a partir de la década de los noventa, posibilitó el desarrollo de cualquier propuesta arquitectónica, por compleja que ésta fuese, provocando una verdadera revolución a nivel formal en el mundo de la arquitectura, especialmente en el campo de la edificación singular o icónica. Se estudia este proceso a través de ocho edificios; cuatro anteriores y otros tantos posteriores a la desaparición de la barrera anteriormente referida, establecida de forma simbólica en la década de los años ochenta del siglo XX: Frontón de Recoletos en Madrid, Edificio Seagram en Nueva York, Habitat ’67 en Montreal, Ópera de Sídney, museo Guggenheim de Bilbao, ampliación del Victoria & Albert Museum en Londres, tanatorio “Meiso no Mori” en Gifu y nueva sede de la CCTV en Pekín. De entre ellos, la Ópera de Sídney, obra del arquitecto danés Jørn Utzon, condensa gran parte de los aspectos relevantes investigados en relación a la influencia que los métodos de representación y análisis estructural ejercen en la concepción y construcción de las obras de arquitectura. Por este motivo y por considerarse un hito de la arquitectura a nivel global se toma como caso de estudio. La idea general del edificio, que data de 1956, se enmarca en una época inmediatamente anterior a la del desarrollo científico y tecnológico anteriormente referido. Esta ausencia de herramientas de diseño disponibles acordes a la complejidad formal de la propuesta planteada condicionó enormente la marcha del proyecto, dilatándose dramáticamente en el tiempo y disparándose su coste hasta el punto de que el propio arquitecto danés fue separado de las obras antes de su conclusión. Además, la solución estructural finalmente construida de las cubiertas dista mucho de la prevista por Utzon inicialmente. Donde él había imaginado unas finas láminas de hormigón flotando sobre el paisaje se materializó una estructura más pesada, formada por costillas pretensadas de hormigón con unas secciones notablemente mayores. La forma también debió ser modificada de modo ostensible respecto a la propuesta inicial. Si este edificio se pretendiese construir en la actualidad, con toda seguridad el curso de los acontecimientos se desarrollaría por senderos muy diferentes. Ante este supuesto, se plantean las siguientes cuestiones: ¿sería posible realizar un análisis estructural de la cubierta laminar planteada por Utzon inicialmente en el concurso con las herramientas disponibles en la actualidad?; ¿sería dicha propuesta viable estructuralmente?. A lo largo de las siguientes páginas se pretende dar respuesta a estas cuestiones, poniendo de relieve el impacto que los ordenadores personales y los programas informáticos asociados han tenido en la manera de concebir y construir edificios. También se han analizado variantes a la solución laminar planteada en la fase de concurso, a través de las cuales, tratando en la medida de lo posible de ajustarse a las sugerencias que Ove Arup y su equipo realizaron a Jørn Utzon a lo largo del dilatado proceso de proyecto, mejorar el comportamiento general de la estructura del edificio. Por último, se ha pretendido partir de cero y plantear, desde una perspectiva contemporánea, posibles enfoques metodológicos aplicables a la búsqueda de soluciones estructurales compatibles con la forma propuesta originalmente por Utzon para las cubiertas de la Ópera de Sídney y que nunca llegó a ser construida (ni analizada), considerando para ello los medios tecnológicos, científicos e industriales disponibles en la actualidad. Abstract On numerous occasions throughout history the imagination of creators has gone well beyond of the technical possibilities of their time. Many new ideas have required a long period to materialize, until the technological and industrial development had time to catch up. In the architecture field, these technical limitations have gradually tightened leading to the current situation in which any formal approach can be represented and analyzed from a structural point of view, thus concluding that the structural analysis and the graphical representation’s barrier in the development of architectural projects has dissappeared. Throughout the following pages it is examined how the development of the Finite Element Method in the fifties and the Bezier curves in the sixties of the last century and the subsequent spread of personal computers and specialized software in the architectural and engineering offices from the nineties, enabled the development of any architectural proposal independently of its complexity. This has caused a revolution at a formal level in architecture, especially in the field of iconic building. This process is analyzed through eight buildings, four of them before and another four after the disappearance of the above mentioned barrier, roughly established in the eighties of the last century: Fronton Recoletos in Madrid, Seagram Building in New York Habitat '67 in Montreal, Sydney Opera House, Guggenheim Museum Bilbao, Victoria & Albert Museum extension in London, Crematorium “Meiso no Mori” in Gifu and the new CCTV headquarters in Beijing. Among them, the Sydney Opera House, designed by Danish architect Jørn Utzon, condenses many of the main aspects previously investigated regarding the impact of representation methods and structural analysis on the design and construction of architectural projects. For this reason and also because it is considered a global architecture milestone, it is selected as a case study. The building’s general idea, which dates from 1956, is framed at a time immediately preceding the above mentioned scientific and technological development. This lack of available design tools in accordance with the proposal’s formal complexity conditioned enormously the project’s progress, leading to a dramatic delay and multiplying the final budget disproportionately to the point that the Danish architect himself was separated from the works before completion. Furthermore, the built structure differs dramatically from the architect’s initial vision. Where Utzon saw a thin concrete shell floating over the landscape a heavier structure was built, consisting of prestressed concrete ribs with a significantly greater size. The geometry also had to be modified. If this building were to built today, the course of events surely would walk very different paths. Given this assumption, a number of questions could then be formulated: Would it be possible to perform a structural analysis of Utzon’s initially proposed competition-free-ways roof’s geometry with the tools available nowadays?; Would this proposal be structurally feasable?. Throughout the following pages it is intended to clarify this issues, highlighting personal computers and associated software’s impact in building design and construction procedures, especially in the field of iconic building. Variants have also been analyzed for the laminar solution proposed in the competition phase, through which, trying as far as possible to comply with the suggestions that Ove Arup and his team did to Jørn Utzon along the lengthy process project, improving the overall performance of the building structure. Finally, we have started from scratch and analyzed, from a contemporary perspective, possible structural solutions compatible with Utzon’s Opera House’s original geometry and vision –proposal that was never built (nor even analyzed)-, taking into consideration the technological, scientific and industrial means currently available.

Diseño e implementación de un módulo para la estructuración de notas clínicas

El presente Trabajo Fin de Grado (TFG) surge de la necesidad de disponer de tecnologías que faciliten el Procesamiento de Lenguaje Natural (NLP) en español dentro del sector de la medicina. Centrado concretamente en la extracción de conocimiento de las historias clínicas electrónicas (HCE), que recogen toda la información relacionada con la salud del paciente y en particular, de los documentos recogidos en dichas historias, pretende la obtención de todos los términos relacionados con la medicina. El Procesamiento de Lenguaje Natural permite la obtención de datos estructurados a partir de información no estructurada. Estas técnicas permiten un análisis de texto que genera etiquetas aportando significado semántico a las palabras para la manipulación de información. A partir de la investigación realizada del estado del arte en NLP y de las tecnologías existentes para otras lenguas, se propone como solución un módulo de anotación de términos médicos extraídos de documentos clínicos. Como términos médicos se han considerado síntomas, enfermedades, partes del cuerpo o tratamientos obtenidos de UMLS, una ontología categorizada que agrega distintas fuentes de datos médicos. Se ha realizado el diseño y la implementación del módulo así como el análisis de los resultados obtenidos realizando una evaluación con treinta y dos documentos que contenían 1372 menciones de terminología médica y que han dado un resultado medio de Precisión: 70,4%, Recall: 36,2%, Accuracy: 31,4% y F-Measure: 47,2%.---ABSTRACT---This Final Thesis arises from the need for technologies that facilitate the Natural Language Processing (NLP) in Spanish in the medical sector. Specifically it is focused on extracting knowledge from Electronic Health Records (EHR), which contain all the information related to the patient's health and, in particular, it expects to obtain all the terms related to medicine from the documents contained in these records. Natural Language Processing allows us to obtain structured information from unstructured data. These techniques enable analysis of text generating labels providing semantic meaning to words for handling information. From the investigation of the state of the art in NLP and existing technologies in other languages, an annotation module of medical terms extracted from clinical documents is proposed as a solution. Symptoms, diseases, body parts or treatments are considered part of the medical terms contained in UMLS ontology which is categorized joining different sources of medical data. This project has completed the design and implementation of a module and the analysis of the results have been obtained. Thirty two documents which contain 1372 mentions of medical terminology have been evaluated and the average results obtained are: Precision: 70.4% Recall: 36.2% Accuracy: 31.4% and F-Measure: 47.2%.

La evaluación de la competencia comunicativa específica en el ámbito de la ingeniería y la arquitectura

La progresiva internacionalización de las universidades españolas convierte a estas organizaciones en escenarios plurilingües. El español convive en ellos con otras lenguas, en especial el inglés, como vehículo de acceso y transmisión de conocimiento especializado. Esto requiere un proceso de alfabetización académica en lengua extranjera que tendrían que asumir las universidades de acogida, con objeto de preservar a los alumnos de los fracasos en los programas internacionales. Por el momento, en España, los programas de grado o de posgrado no establecen filtros con umbrales lingüísticos mínimos de acceso, a excepción de algunas universidades que se limitan a requerir certificados de grado de dominio del español general. No existen exámenes públicos de ingreso, o exámenes propios de postadmisión, que evalúen la habilidad lingüística comunicativa en contextos académicos. En este trabajo, se parte de la hipótesis de que los exámenes que certifican un grado de dominio de español general no sirven al propósito de discriminar a los alumnos capaces de seguir con éxito los programas de las universidades. Para verificarla, se desarrolla una prueba de examen específica que mida la capacidad de emplear el español en contextos académicos. La prueba se centra en las tareas que se revelan, en una primera fase exploratoria de la investigación, como más necesarias en lo que se refiere al uso del español como lengua vehicular: las clases magistrales. Una vez pilotada, se administró junto con otras destinadas a evaluar el grado de dominio de la lengua en contextos generales. Los resultados obtenidos del contraste de estas mediciones y de diversos análisis de los datos arrojan evidencias de que este tipo de prueba mide un constructo específico: la habilidad de uso del español en contextos académicos. ABSTRACT The progressive internationalization of Spanish universities has transformed these organizations into plurilingual scenarios. Spanish lives in them sharing the stage with other languages, especially English, as a means of access and transmission of expert knowledge. This requires a process of academic literacy in foreign language that host universities should assume, in order to safeguard students from failures in international programs. At the moment, in Spain, undergraduate or graduate programs do not set filters with minimum language requirements to gain access, except for some universities that merely require certificates of general Spanish. There are no Spanish language public admission exams, or post-enrollment tests of their own, to assess the communicative language ability of foreign students in academic contexts. In this dissertation, we start from the hypothesis that those tests that certify the student degree of mastery of the Spanish language do not serve the purpose of discriminating against students capable of successfully pursuing university programs. To prove it, a specific test that measures the ability to use Spanish in academic contexts was developed. This language test focused on the tasks associated with the most common genre, which revealed prominent in a first exploratory phase of the investigation, related to the use of Spanish as a means of instruction: university lectures. Once piloted, the test was administered along with others designed to assess the degree of mastery of the language in general contexts. Contrast results of these measurements and various analyzes of the data showed evidence that this type of test measures a specific construct: the ability to use Spanish in academic contexts.

Lo permanente en lo efímero: Pabellones de Exposiciones Universales, hitos de la arquitectura de la segunda posguerra

Los Pabellones de las Exposiciones Universales suelen considerarse dentro de las arquitecturas efímeras, pero habría que puntualizar que toda construcción tiene su tiempo y su periodo de extinción pudiendo ser éstos indefinidos, lo permanente en lo efímero. Muchas de las obras míticas del siglo XX existieron sólo durante unos meses, en escenarios efímeros, modificando el curso de la arquitectura con unas pocas imágenes, lo que llevaría a cuestionar si las circunstancias por las que no han sobrevivido o lo han hecho en circunstancias poco comunes, no se deben tanto a una condición efímera sino a su carácter experimental. Determinadas Exposiciones Universales fueron plataforma para que los pabellones, hitos con los que se ha construido una parte significativa de la Historia de la Arquitectura contemporánea, pasaran a convertirse en mitos, por su distancia en el tiempo, porque ya no existen y porque a veces de ellos sólo nos queda una anticuada y limitada imaginería. Las diversas Historias de la Arquitectura ponen de manifiesto la importancia de algunos pabellones y el papel que ejercieron, ejercen y ejercerán algunos de los construidos para determinadas Exposiciones Universales, pues son el testimonio de que se mantienen vivos, permaneciendo en el tiempo, desempeñando cada uno una función, bien de base para nuevos avances tecnológicos o constructivos, bien para experimentar nuevas formas de habitar, bien para educar, bien para encumbrar a sus autores hasta entonces apenas conocidos. Tanto los que se han mantenido en pie, como los que han sido trasladados y reconstruidos en un nuevo emplazamiento, o incluso los que siguieron su destino fatal y se convirtieron en arquitecturas ausentes, pero que por lo que supusieron de innovación y experimentación, todos han permanecido vivos en la arquitectura de hoy en día. Esta tesis estudia el conjunto de factores que contribuyeron a conferirles esa condición de hito, qué tipo de publicaciones hablan de ellos, en qué términos se tratan y en qué medida los relacionan con la producción de la época y/o de su autor, qué aspectos destacan, cuáles son los valores icónicos que se han ido estableciendo con el paso del tiempo…Qué es lo que permanece. Por otra parte, también aborda en qué medida su condición de construcción efímera, y gracias a su inherente necesidad de desaparecer físicamente, favoreciendo su ausencia en el recuerdo, lo que los ha dotado de representatividad. Esto podría resultar hoy en día algo contradictorio, dado el gran valor concedido a la imagen en la sociedad actual hasta el punto de convertirse en un componente esencial de la representatividad: la imagen sustituye al recuerdo pareciendo que lo que carezca de manifestación física en realidad no existiera, hasta llegar a hacerle perder toda capacidad de representación. Sin embargo, y considerando la imagen como elemento esencial de lo icónico, la reconstrucción de los pabellones una vez concluidas las exposiciones, en muchos casos no ha hecho más que potenciar su valor como arquitecturas efímeras, ya que desposeídos de su carácter temporal, los pabellones de las exposiciones pierden su razón de ser. El Pabellón de España de Corrales y Molezún para la EXPO Bruselas’58 es un claro ejemplo de ello, como se mostrará en el desarrollo de la tesis. En la tesis se exponen los distintos casos de los pabellones elegidos, rastreando, fundamentalmente en las publicaciones periódicas, el papel que en cada uno de ellos ejerció su destino final que, a pesar de no ser el objetivo o fin de la presente tesis, sí podría haber contribuido en algunos casos a dotarle de esa categoría de hito en la historia de la arquitectura. Se trata en definitiva de rastrear las vicisitudes que los han conducido a su condición de referentes arquitectónicos, de hitos de la Historia de la Arquitectura. El estudio se centra en Pabellones de las Exposiciones Universales de Bruselas’58, Montreal’67 y Osaka’70 por dos motivos fundamentales: el primero, su catalogación por el Bureau International des Expositions (BIE) como Exposiciones Universales de 1ª categoría; y el segundo, el período en el que se celebraron, período comprendido entre los años 1945 a 1970, años de profundos y determinantes cambios en la arquitectura y en los que tiene lugar el desarrollo y posterior revisión de la modernidad tras la 2ª Guerra Mundial. Se analiza la trayectoria bibliográfica de los pabellones más nombrados de estas tres Exposiciones Universales que son: de Bruselas ’58, el Pabellón de la República Federal de Alemania, de Egon Eiermann y Sep Ruf; el Pabellón Philips de Le Corbusier, y el Pabellón de España, de José Antonio Corrales y Ramón Molezún; de Montreal ’67, el Pabellón de la República Federal de Alemania, de Frei Otto, y el Pabellón de Estados Unidos, de Richard Buckminster Fuller; y de Osaka ’70, el Theme Pavilion, de Kenzo Tange, el Takara Beautilion, de Kisho Kurokawa, y el Pabellón del Grupo Fuji, de Yutaka Murata. Mediante el análisis se detecta que, ya en las revistas coetáneas a las exposiciones, estos pabellones se señalaban como edificios importantes para la historia de la arquitectura futura. Hecho que se constata con la aparición de los mismos en las historias, incluso en las más recientes, lo que demuestra su condición de hitos en la Historia de la Arquitectura ya consolidada. ABSTRACT Pavilions of the Universal Exhibitions are often considered as ephemeral architecture. However it is worth mentioning that every construction has its time and its extinction period and both of them could be indefinite/infinite, the permanent in the ephemeral. Many of the iconic works of the twentieth century lasted only for a few months, in ephemeral scenarios, changing the course of architecture but not with many images. This leads to question whether their survival under special circumstances or their extinction is mainly due to their experimental nature, and not so much to their ephemeral condition. Pavilions are at the basis of a significant part of the history of contemporary architecture. Specific Universal Exhibitions served as platforms for these landmarks to become myths, be it because of their endurance, or because they no longer exist, or even because in some cases we only have a limited and outdated imagery of them. The different Histories of Architecture highlight the importance of some pavilions and the influence they have had, have and will have some of those that were built for particular Universal Exhibitions. They are a live testimony, lasting over time, playing a specific role as basis for new technological or constructive breakthroughs; to experience new ways of living; or to educate or to raise the profile of their authors hitherto little known. Thanks to their experimental or innovative approach, some pavilions enduring overtime or that have been moved and rebuilt in a new location, or even those that followed their fate and became absent architectures, are still alive in today’s architecture. This thesis analyses the set of elements that contributed to confer the status of landmark to pavilions: what kind of publications speak of them; how they are referred to and the extent to which they are linked to their contemporary production time and / or to their author; what are elements that make them stand out; what are the iconic values that have been established as time goes by and what are those that are still valid…What is it that remains. It also assesses to what extend the condition of pavilion constructions is ephemeral. And finally, what confers them representativeness, giving their inherent need to physically disappear, favoring their absence in the memory. Today this may result somewhat contradictory as the high value of images in contemporary society has made them an essential component of representativeness. They replace remembrances to the point that it seems that what lacks physical manifestation doesn’t exist anymore, and therefore loses representation capacity. However, and considering images as an essential element of what is iconic, in most cases the reconstruction of pavilions upon completion of the exhibitions has leveraged their value as ephemeral architectures; although once deprived of their temporary character, they would lose their reason to exist. The Pavilion of Spain Corrales and Molezún for the Brusels'58 EXPO is a clear example of this, as described in the development of this document. This thesis explores the case of specific pavilions and assesses the role each one had in their final destination, by mainly tracking them in regular publications. Even though the latter is not the objective or the purpose of this thesis, the final destination of these pavilions may have contributed in some cases to grant them their landmark status in the history of architecture. Actually, this thesis is about tracking the events that have led to grant these pavilions their condition as architectural references, as landmark in the history of architecture. The study focuses on pavilions of the Universal Exhibition Brussels'58, Montreal'67 and Osaka'70 for two main reasons: first, their classification by the Bureau International des Expositions (BIE) and Universal Exhibitions 1st category; and second, the period in which they were held, from 1945 to 1970, a time of profound and decisive changes in the architecture and in the development and subsequent revision of modernity after the II World. It analyzes the bibliographic path of the most cited pavilions in the three Universal Exhibitions: in Brussels '58, the pavilion of the RFA by Egon Eiermann and Sep Rup, the pavilion of Philips by Le Corbusier and the Spain pavilion from José Antonio Corrales and Ramón Molezún; in Montreal '67 the pavilion of RFA by Frei Otto and the United States pavilion by Richard Buckminster Fuller; and in Osaka '70, the Theme Pavilion by Kenzo Tange, the Takara Beautilion by Kisho Kurokawa and the Fuji Group pavilion by Yutaka Murata. Through the analysis it is noticeable that in the contemporary publications to the exhibitions, these pavilions were already signaled out as relevant buildings to the future architecture history. The fact that they became part of the history themselves, even in the most recent times, is a prove of their condition as milestones of the consolidated History of Architecture.

El análisis de la construcción sin pérdidas (Lean Construction) y su relación con el Project & Construction Management : propuesta de regulación en España y su inclusión en la ley de la ordenación de la edificación

El presente trabajo se basa en la filosofía de la Construcción sin Pérdidas (“Lean Construction”), analizando la situación de esta filosofía en el sector de la edificación en el contexto internacional y español, respondiendo las siguientes preguntas: 1. ¿Cómo surge el “Lean Construction”? 2. ¿Cuáles son sus actividades, funciones y cometidos? 3. ¿Existe regulación del ¨Lean Construction” en otros países? 4. ¿Existe demanda del ¨Lean Construction” en España? 5. ¿Existe regulación del ¨Lean Construction” en España? 6. ¿Cómo debería ser la regulación ¨Lean Construction” en España? 7. ¿Cuál es la relación del “Lean Construction” con el “Project & Construction Management”? 8. ¿Cómo debería ser la regulación de “Lean Construction” en España considerando su relación con el “Project & Construction Management”? Las preguntas indicadas las hemos respondido detalladamente en el presente trabajo, a continuación se resume las respuestas a dichas preguntas: 1. El “Lean Construction” surge en agosto de 1992, cuando el investigador finlandés Lauri Koskela publicó en la Universidad de Stanford el reporte TECHNICAL REPORT N° 72 titulado “Application of the New Production Philosophy to Construction”. Un año más tarde el Dr. Koskela invitó a un grupo de especialistas en construcción al primer workshop de esta materia en Finlandia, dando origen al International Group for Lean Construction (IGLC) lo que ha permitido extender la filosofía a EEUU, Europa, América, Asia, Oceanía y África. “Lean Construction” es un sistema basado en el enfoque “Lean Production” desarrollado en Japón por Toyota Motors a partir de los años cincuenta, sistema que permitió a sus fábricas producir unidades con mayor eficiencia que las industrias americanas, con menores recursos, en menor tiempo, y con un número menor de errores de fabricación. 2. El sistema “Lean Construction” busca maximizar el valor y disminuir las pérdidas de los proyectos generando una coordinación eficiente entre los involucrados, manejando un proyecto como un sistema de producción, estrechando la colaboración entre los participantes de los proyectos, capacitándoles y empoderándoles, fomentando una cultura de cambio. Su propósito es desarrollar un proceso de construcción en el que no hayan accidentes, ni daños a equipos, instalaciones, entorno y comunidad, que se realice en conformidad con los requerimientos contractuales, sin defectos, en el plazo requerido, respetando los costes presupuestados y con un claro enfoque en la eliminación o reducción de las pérdidas, es decir, las actividades que no generen beneficios. El “Last Planner System”, o “Sistema del Último Planificador”, es un sistema del “Lean Construction” que por su propia naturaleza protege a la planificación y, por ende, ayuda a maximizar el valor y minimizar las pérdidas, optimizando de manera sustancial los sistemas de seguridad y salud. El “Lean Construction” se inició como un concepto enfocado a la ejecución de las obras, posteriormente se aplicó la filosofía a todas las etapas del proyecto. Actualmente considera el desarrollo total de un proyecto, desde que nace la idea hasta la culminación de la obra y puesta en marcha, considerando el ciclo de vida completo del proyecto. Es una filosofía de gestión, metodologías de trabajo y una cultura empresarial orientada a la eficiencia de los procesos y flujos. La filosofía “Lean Construction” se está expandiendo en todo el mundo, además está creciendo en su alcance, influyendo en la gestión contractual de los proyectos. Su primera evolución consistió en la creación del sistema “Lean Project Delivery System”, que es el concepto global de desarrollo de proyectos. Posteriormente, se proponen el “Target Value Design”, que consiste en diseñar de forma colaborativa para alcanzar los costes y el valor requerido, y el “Integrated Project Delivery”, en relación con sistemas de contratos relacionales (colaborativos) integrados, distintos a los contratos convencionales. 3. Se verificó que no existe regulación específica del ¨Lean Construction” en otros países, en otras palabras, no existe el agente con el nombre específico de “Especialista en Lean Construction” o similar, en consecuencia, es un agente adicional en el proyecto de la edificación, cuyas funciones y cometidos se pueden solapar con los del “Project Manager”, “Construction Manager”, “Contract Manager”, “Safety Manager”, entre otros. Sin embargo, se comprobó la existencia de formatos privados de contratos colaborativos de Integrated Project Delivery, los cuales podrían ser tomados como unas primeras referencias para futuras regulaciones. 4. Se verificó que sí existe demanda del ¨Lean Construction” en el desarrollo del presente trabajo, aunque aún su uso es incipiente, cada día existe más interesados en el tema. 5. No existe regulación del ¨Lean Construction” en España. 6. Uno de los objetivos fundamentales de esta tesis es el de regular esta figura cuando actúe en un proyecto, definir y realizar una estructura de Agente de la Edificación, según la Ley de Ordenación de la Edificación (LOE), y de esta manera poder introducirla dentro de la Legislación Española, protegiéndola de eventuales responsabilidades civiles. En España existe jurisprudencia (sentencias de los tribunales de justicia españoles) con jurisdicción civil basada en la LOE para absolver o condenar a agentes de la edificación que son definidos en los tribunales como “gestores constructivos” o similares. Por este motivo, en un futuro los tribunales podrían dictaminar responsabilidades solidarias entre el especialista “Lean Construction” y otros agentes del proyecto, dependiendo de sus actuaciones, y según se implemente el “Lean Project Delivery System”, el “Target Value Design” y el “Integrated Project Delivery”. Por otro lado, es posible que el nivel de actuación del especialista “Lean Construcción” pueda abarcar la gestión del diseño, la gestión de la ejecución material (construcción), la gestión de contratos, o la gestión integral de todo el proyecto de edificación, esto último, en concordancia con la última Norma ISO 21500:2012 o UNE-ISO 21500:2013 Directrices para la dirección y gestión de proyectos. En consecuencia, se debería incorporar adecuadamente a uno o más agentes de la edificación en la LOE de acuerdo a sus funciones y responsabilidades según los niveles de actuación del “Especialista en Lean Construction”. Se propone la creación de los siguientes agentes: Gestor del Diseño, Gestor Constructivo y Gestor de Contratos, cuyas definiciones están desarrolladas en este trabajo. Estas figuras son definidas de manera general, puesto que cualquier “Project Manager” o “DIPE”, gestor BIM (Building Information Modeling), o similar, puede actuar como uno o varios de ellos. También se propone la creación del agente “Gestor de la Construcción sin Pérdidas”, como aquel agente que asume las actuaciones del “gestor de diseño”, “gestor constructivo” y “gestor de contratos” con un enfoque en los principios del Lean Production. 7. En la tesis se demuestra, por medio del uso de la ISO 21500, que ambos sistemas son complementarios, de manera que los proyectos pueden tener ambos enfoques y ser compatibilizados. Un proyecto que use el “Project & Construction Management” puede perfectamente apoyarse en las herramientas y técnicas del “Lean Construction” para asegurar la eliminación o reducción de las pérdidas, es decir, las actividades que no generen valor, diseñando el sistema de producción, el sistema de diseño o el sistema de contratos. 8. Se debería incorporar adecuadamente al agente de la edificación “Especialista en Lean Construction” o similar y al agente ¨Especialista en Project & Construction Management” o DIPE en la Ley de Ordenación de la Edificación (LOE) de acuerdo a sus funciones y responsabilidades, puesto que la jurisprudencia se ha basado para absolver o condenar en la referida Ley. Uno de los objetivos fundamentales de esta tesis es el de regular la figura del “Especialista en Lean Construction” cuando actúa simultáneamente con el DIPE, y realizar una estructura de Agente de la Edificación según la LOE, y de esta manera protegerlo de eventuales responsabilidades solidarias. Esta investigación comprueba que la propuesta de definición del agente de edificación DIPE, según la LOE, presentada en la tesis doctoral del Doctor Manuel Soler Severino es compatible con las nuevas definiciones propuestas. El agente DIPE puede asumir los roles de los diferentes gestores propuestos en esta tesis si es que se especializa en dichas materias, o, si lo estima pertinente, recomendar sus contrataciones. ABSTRACT This work is based on the Lean Construction philosophy; an analysis is made herein with regard to the situation of this philosophy in the building sector within the international and Spanish context, replying to the following questions: 1. How did the concept of Lean Construction emerge? 2. Which are the activities, functions and objectives of Lean Construction? 3. Are there regulations on Lean Construction in other countries? 4. Is there a demand for Lean Construction in Spain? 5. Are there regulations on Lean Construction in Spain? 6. How should regulations on Lean Construction be developed in Spain? 7. What is the relationship between Lean Construction and the Project & Construction Management? 8. How should regulations on Lean Construction be developed in Spain considering its relationship with the Project & Construction Management? We have answered these questions in detail here and the replies are summarized as follows: 1. The concept of Lean Construction emerged in august of 1992, when Finnish researcher Lauri Koskela published in Stanford University TECHNICAL REPORT N° 72 entitled “Application of the New Production Philosophy to Construction”. A year later, Professor Koskela invited a group of construction specialists to Finland to the first workshop conducted on this matter; thus, the International Group for Lean Construction (IGLC) was established, which has contributed to extending the philosophy to the United States, Europe, the Americas, Asia, Oceania, and Africa. Lean Construction is a system based on the Lean Production approach, which was developed in Japan by Toyota Motors in the 1950s. Thanks to this system, the Toyota plants were able to produce more units, with greater efficiency than the American industry, less resources, in less time, and with fewer manufacturing errors. 2. The Lean Construction system aims at maximizing the value of projects while reducing waste, producing an effective coordination among those involved; it manages projects as a production system, enhancing collaboration between the parties that participate in the projects while building their capacities, empowering them, and promoting a culture of change. Its purpose is to develop a construction process free of accidents, without damages to the equipment, facilities, environment and community, flawless, in accordance with contractual requirements, within the terms established, respecting budgeted costs, and with a clear approach to eliminating or reducing waste, that is, activities that do not generate benefits. The Last Planner System is a Lean Construction system, which by its own nature protects planning and, therefore, helps to maximize the value and minimize waste, optimizing substantially the safety and health systems. Lean Construction started as a concept focused on the execution of works, and subsequently the philosophy was applied to all the stages of the project. At present it considers the project’s total development, since the time ideas are born until the completion and start-up of the work, taking into account the entire life cycle of the project. It is a philosophy of management, work methodologies, and entrepreneurial culture aimed at the effectiveness of processes and flows. The Lean Construction philosophy is extending all over the world and its scope is becoming broader, having greater influence on the contractual management of projects. It evolved initially through the creation of the Lean Project Delivery System, a global project development concept. Later on, the Target Value Design was developed, based on collaborative design to achieve the costs and value required, as well as the Integrated Project Delivery, in connection with integrated relational (collaborative) contract systems, as opposed to conventional contracts. 3. It was verified that no specific regulations on Lean Construction exist in other countries, in other words, there are no agents with the specific name of “Lean Construction Specialist” or other similar names; therefore, it is an additional agent in building projects, which functions and objectives can overlap those of the Project Manager, Construction Manager, Contract Manager, or Safety Manager, among others. However, the existence of private collaborative contracts of Integrated Project Delivery was confirmed, which could be considered as first references for future regulations. 4. There is a demand for Lean Construction in the development of this work; even though it is still emerging, there is a growing interest in this topic. 5. There are no regulations on Lean Construction in Spain. 6. One of the main objectives of this thesis is to regulate this role when acting in a project, and to define and develop a Building Agent structure, according to the Building Standards Law (LOE by its acronym in Spanish), in order to be able to incorporate it into the Spanish law, protecting it from civil liabilities. In Spain there is jurisprudence in civil jurisdiction based on the LOE to acquit or convict building agents, which are defined in the courts as “construction managers” or similar. For this reason, courts could establish in the future joint and several liabilities between the Lean Construction Specialist and other agents of the project, depending on their actions and based on the implementation of the Lean Project Delivery System, the Target Value Design, and the Integrated Project Delivery. On the other hand, it is possible that the level of action of the Lean Construction Specialist may comprise design management, construction management and contract management, or the integral management of the entire building project in accordance with the last ISO 21500:2012 or UNE-ISO 21500:2013, guidelines for the management of projects. Accordingly, one or more building agents should be appropriately incorporated into the LOE according to their functions and responsibilities and based on the levels of action of the Lean Construction Specialist. The creation of the following agents is proposed: Design Manager, Construction Manager, and Contract Manager, which definitions are developed in this work. These agents are defined in general, since any Project Manager or DIPE, Building Information Modeling (BIM) Manager or similar, may act as one or as many of them. The creation of the Lean Construction Manager is also proposed, as the agent that takes on the role of the Design Manager, Construction Manager and Contract Manager with a focus on the Lean Production principles. 7. In the thesis it is demonstrated that through the implementation of the ISO 21500, both systems are supplementary, so projects may have both approaches and be compatible. A project that applies the Project & Construction Management may perfectly have the support of the tools, techniques and practices of Lean Construction to ensure the elimination or reduction of losses, that is, those activities that do not generate value, thus designing the production system, the design system, or the contract system. 8. The Lean Construction Specialist or similar and the Specialist in Project & Construction Management should be incorporated appropriately into the LOE according to their functions and responsibilities, since jurisprudence has been based on such Law to acquit or convict. One of the main objectives of this thesis is the regulate the role of the Lean Construction Specialist when acting simultaneously with the DIPE, and to develop a structure of the building agent, according to the LOE, and in this way protect such agent from joint and several liabilities. This research proves that the proposal to define the DIPE building agent, according to the LOE, and presented in the doctoral dissertation of Manuel Soler Severino, Ph.D. is compatible with the new definitions proposed. The DIPE agent may assume the roles of the different managers proposed in this thesis if he specializes in those topics or, if deemed pertinent, recommends that they be engaged.

Governance Structure Choices in Supply Chain Management Evidence from Spanish and Chinese Pork Chain Cases

The author participated in the 6 th EU Framework Project ―Q-pork Chains (FP6-036245-2)‖ from 2007 to 2009. With understanding of work reports from China and other countries, it is found that compared with other countries, China has great problems in pork quality and safety. By comparing the pork chain management between China and Spain, It is found that the difference in governance structure is one of the main differences in pork chain management between Spain and China. In China, spot-market relationship still dominates governance structure of pork chain, especially between the numerous house-hold pig holders and the great number of small slaughters. While in Spain, chain agents commonly apply cooperatives or integrations to cooperate. It also has been proven by recent studies, that in quality management at the chain level that supply chain integration has a direct effect on quality management practices (Han, 2010). Therefore, the author started to investigate the governance structure choices in supply chain management. And it has been set as the first research objective, which is to explain the governance structure choices process and the influencing factors in supply chain management, analyzing the pork chains cases in Spain and in China. During the further investigation, the author noticed the international trade of pork between Spain and China is not smooth since the signature of bi-lateral agreement on pork trade in 2007. Thus, another objective of the research is to find and solve the problems exist in the international pork chain between Spain and China. For the first objective, to explain the governance structure choices in supply chain management, the thesis conducts research in three main sections. 10 First of all, the thesis gives a literature overview in chapter two on Supply Chain Management (SCM), agri-food chain management and pork chain management. It concludes that SCM is a systems approach to view the supply chains as a whole, and to manage the total flow of goods inventory from the supplier to the ultimate customer. It includes the bi-directional flow of products (materials and services) and information, and the associated managerial and operational activities. And it also is a customer focus to create unique and individual source of customer value with an appropriate use of resources, leading to customer satisfaction and building competitive chain advantages. Agri-food chain management and pork chain management are applications of SCM in agri-food sector and pork sector respectively. Then, the research gives a comparative study in chapter three in the pork chain and pork chain management between Spain and China. Many differences are found, while the main difference is governance structure in pork chain management. Furthermore, the author gives an empirical study on governance structure choice in chapter five. It is concluded that governance structure of supply chain consists of a collection of rules/institutions/constraints structuring the transactions between the various stakeholders. Based on the overview on literatures closely related with governance structure, such as transaction cost economics, transaction value analysis and resource-based view theories, seven hypotheses are proposed, which are: Hypothesis 1: Transaction cost has positive relationship with governance structure choice Hypothesis 2: Uncertainty has positive relationship with transaction cost; higher uncertainty exerts high transaction cost Hypothesis 3: The relationship between asset specificity and transaction cost is positive Hypothesis 4: Collaboration advantages and governance structure choice have positive relationship11 Hypothesis 5: Willingness to collaborate has positive relationship with collaboration advantages Hypothesis 6: Capability to collaborate has positive relationship with collaboration advantages Hypothesis 7: Uncertainty has negative effect on collaboration advantages It is noted that as transaction cost value is negative, the transaction cost mentioned in the hypotheses is its absolute value. To test the seven hypotheses, Structural Equation Model (SEM) is applied and data collected from 350 pork slaughtering and processing companies in Jiangsu, Shandong and Henan Provinces in China is used. Based on the empirical SEM model and its results, the seven hypotheses are proved. The author generates several conclusions accordingly. It is found that the governance structure choice of the chain not only depends on transaction cost, it also depends on collaboration advantages. Exchange partners establish more stable and more intense relationship to reduce transaction cost and to maximize collaboration advantages. ―Collaboration advantages‖ in this thesis is defined as the joint value achieved through transaction (mutual activities) of agents in supply chains. This value forms as improvements, mainly in mutual logistics systems, cash response, information exchange, technological improvements and innovative improvements and quality management improvements, etc. Governance structure choice is jointly decided by transaction cost and collaboration advantages. Chain agents take different governance structures to coordinate in order to decrease their transaction cost and to increase their collaboration advantages. In China´s pork chain case, spot market relationship dominates the governance structure among the numerous backyard pig farmer and small family slaughterhouse 12 as they are connected by acquaintance relationship and the transaction cost in turn is low. Their relationship is reliable as they know each other in the neighborhood; as a result, spot market relationship is suitable for their exchange. However, the transaction between large-scale slaughtering and processing industries and small-scale pig producers is becoming difficult. The information hold back behavior and hold-up behavior of small-scale pig producers increase transaction cost between them and large-scale slaughtering and processing industries. Thus, through the more intense and stable relationship between processing industries and pig producers, processing industries reduce the transaction cost and improve the collaboration advantages with their chain partners, in which quality and safety collaboration advantages be increased, meaning that processing industries are able to provide consumers products with better quality and higher safety. It is also drawn that transaction cost is influenced mainly by uncertainty and asset specificity, which is in line with new institutional economics theories developed by Williamson O. E. In China´s pork chain case, behavioral uncertainty is created by the hold-up behaviors of great numbers of small pig producers, while big slaughtering and processing industries having strong asset specificity. On the other hand, ―collaboration advantages‖ is influenced by chain agents´ willingness to collaborate and chain agents´ capabilities to cooperate. With the fast growth of big scale slaughtering and processing industries, they are more willing to know and make effort to cooperate with their chain members, and they are more capable to create joint value together with other chain agents. Therefore, they are now the main chain agents who drive more intense and stable governance structure in China‘s pork chain. For the other objective, to find and solve the problems in the international pork chain between Spain and China, the research gives an analysis in chapter four on the 13 international pork chain. This study gives explanations why the international trade of pork between Spain and China is not sufficient from the chain perspective. It is found that the first obstacle is the high quality and safety requirement set by Chinese government. It makes the Spanish companies difficult to get authorities to export. Other aspects, such as Spanish pork is not competitive in price compared with other countries such as Denmark, United States, Canada, etc., Chinese consumers do not have sufficient information on Spanish pork products, are also important reasons that Spain does not export great quantity of pork products to China. It is concluded that China´s government has too much concern on the quality and safety requirements to Spanish pork products, which makes trade difficult to complete. The two countries need to establish a more stable and intense trade relationship. They also should make the information exchange sufficient and efficient and try to break trade barriers. Spanish companies should consider proper price strategies to win the Chinese pork market

Analysis of duplication in the Spanish durum wheat collection maintained in the CRF-INIA on the basis of agro-morphological traits and gliadin proteins

A total of 106 potential duplicate cases involved 277 accessions were detected on the basis of passport data in the durum wheat collection maintained in the CRF-INIA. Similarity between accessions was measured by agro-morphological traits. The 90% of the agro-morphological duplication were verified with gliadin proteins, allowing identification of similar material with greater refinement than agro-morphological data. However, the results indicated not to decide for rationalisation only on the basis of molecular data.

Analysis of duplication in the Spanish durum wheat collection maintained in the CRF-INIA on the basis of agro-morphological traits and gliadin proteins

A total of 106 potential duplicate cases involved 277 accessions were detected on the basis of passport data in the durum wheat collection maintained in the CRF-INIA. Similarity between accessions was measured by agro-morphological traits. The 90% of the agro-morphological duplication were verified with gliadin proteins, allowing identification of similar material with greater refinement than agro-morphological data. However, the results indicated not to decide for rationalisation only on the basis of molecular data

Analysis of genetic variability in a sample of the durum wheat (Triticum durum Desf.) Spanish collection based on gliadin markers

In this work gliadin proteins were used to analyse the genetic variability in a sample of the durum wheat Spanish collection conserved at the CRF-INIA. In total 38 different alleles were identified at the loci Gli-A1, Gli-A3, Gli-B5, Gli-B1, Gli-A2 and Gli-B2. All the gliadin loci were polymorphic, possessed large genetic diversity and small and large differentiation within and between varieties, respectively. The Gli-A2 and Gli-B2 loci were the most polymorphic, the most fixed within varieties and the most useful to distinguish among varieties. Alternatively, Gli-B1 locus presented the least genetic variability out of the four main loci Gli-A1, Gli-B1, Gli-A2 and Gli-B2. The Gli-B1 alleles coding for the gliadin γ-45, associated with good quality, had an accumulated frequency of 69.7%, showing that the Spanish germplasm could be a good source for breeding quality. The Spanish landraces studied showed new gliadin alleles not catalogued so far. These new alleles might be associated with specific Spanish environment factors. The large number of new alleles identified also indicates that durum wheat Spanish germplasm is rather unique.

Professional Liability of the Construction Professional as an Expert Witness in the Spanish Legal Framework

Inside COBRA 2011 RICS International Research Conference, the present paper is linked to analyze the liability of the construction professional in his practice as a expert witness in the Spanish legal framework. In a large number of legal procedures related to the building it is necessary the intervention of the expert witness to report on the subject of litigation, and to give an opinion about possible causes and solutions. This field is increasingly importantly for the practice of construction professional that requires an important specialization. The expert provides his knowledge to the judge in the matter he is dealing with (construction, planning, assessment, legal, ...), providing arguments or reasons as the base for his case and acting as part of the evidence. Although the importance of expert intervention in the judicial process, the responsibilities arising from their activity is a slightly studied field. Therefore, the study has as purpose to think about the regulation of professional activities raising different aims. The first is to define the action of the construction professional-expert witness and the need for expert evidence, establishing the legal implications of this professional activity. The different types of responsibilities (the civil, criminal and administrative) have been established as well as the economic, penal or disciplinary damages that can be derived from the expert report

Ground maritime structure interaction. Recent failures in inner gravity constructions on the Spanish Coastline

A maritime construction is usually a slender line in the ocean.It is usual to see just its narrow surface strip and not analyse the large amount of submerged material the latter is supporting.Without doubt,it is the ground to which a notable load is transmitted in an environment subjected to periodic,alternating stresses,dynamic forces which the sea's media constitute. Both an outer and inner maritime construction works in a complex fashion.A granular solid(breakwater)breathes with the incident wave flow,dissipating part of the wave energy between its gaps.The backflow tries to extract the different items from the solid block,setting a balance between effective and neutral tensions that follow Terzaghui's principle. On some occasions,fluidification of the armour layer has caused the breakwater to collapse(Sines,Portugal,February 1978).On others,siphoning or liquefaction of sand supporting monoliths(vertical breakwaters)lead them to destruction or collapse(New Barcelona Harbour Mouth,Spain,November 2001). This is why the ground-force-structure interaction is a complicated analysis with joint design tools still in an incipient state. The purpose of this article is to describe two singular failures in inner maritime constructions in Spain deriving from ground problems(Malaga,July 2004and Barcelona,January 2007).They occurred recently and the causes are the subject of reflection and analysis.

Influence of road noise disturbances on black vulture nesting area: Case of "Cabeza de Hierro" state in Spanish Mediterranean Central Mountain

The real and potential road influence on soundscape is considered a relevant management aspect that can assess the negative effects of massive visitants on such sensitive species -that have been living for centuries in the area-. As a first approach to the study of human disturbances sound impact, acoustic engineering tools allow us to model noise pollution caused by the main road that crosses the state ?Cabeza de Hierro? (M-604). For these preliminary results we use the French method XPS 31-133, recommend at EU level. Noise emission levels in black vulture nesting area are analyzed to understand the influence of human activities on rural areas and road management on biodiversity conservation. This approach develops a useful tool to make compatible the public enjoyment of forest services such as recreation or landscape scenary, the conservation of biodiversity as well as a suitable social and economic activity level ?timber and firewood harvesting, industry?- at the region.

Educating in Project Management: an innovative approach. A shared-experience among Spanish Universities

This work presents an educational formal initiative aimed to monitor the acquisition and strengthening of competences by students that are being taught in project management subject. Groups of students belonging to three universities, embracing different knowledge areas such as engineering, biology, etc., were selected to run the experience. All of them had nevertheless a common and basic starting point: inexperience in project management field. In this scenario, we propose a new theoretical and practical approach oriented to reinforce problem-solving and related competences in a project management subject context. For this purpose, a Project-Based Learning (PjBL) initiative has been specifically designed and developed. The main idea is to bring a real world engineering project management case into the classroom, where students must face up to a completely new learning approach –groups in different locations, collaborative mode and unspecific solution, supported by a powerful internet platform:.project.net (http://www.Project.net). Other relevant aspects such as project climate, knowledge increasing, have also been monitored during the course. Results show and overall improvement in key competences. The obtained information will be used in two ways: to feed the students back about personal opportunities for improvement in specific competences, and to fine-tune the experience for further initiatives.

Concrete Swelling in Two Spanish Dams

Several chemical reactions are able to produce swelling of concrete for decades after its initial curing, a problem that affects a considerable number of concrete dams around the world. Principia has had several contracts to study this problem in recent years, which have required reviewing the state-ofthe-art, adopting appropriate mathematical descriptions, programming them into user routines in Abaqus, determining model parameters on the basis of some parts of the dams’ monitored histories, ensuring reliability using some other parts, and finally predicting the future evolution of the dams and their safety margins. The paper describes some of the above experience, including the programming of sophisticated nonisotropic swelling models, that must be compatible with cracking and other nonlinearities involved in concrete behaviour. The applications concentrate on two specific cases, an arch-gravity dam and a double-curvature arch dam, both with a long history of concrete swelling and which, interestingly, entailed different degrees of success in the modelling efforts