Determination of the influence of specific building regulations in smart buildings

The automation of domestic services began to be implemented in buildings since the late nineteenth century, and today we are used to terms like ‘intelligent buildings’, ‘digital home’ or ‘domotic buildings’. These concepts tell us about constructions which integrate new technologies in order to improve comfort, optimize energy consumption or enhance the security of users. In conjunction, building regulations have been updated to suit the needs of society and to regulate these new facilities in such structures. However, we are not always sure about how far, from the quantitative or qualitative point of view, legislation should regulate certain aspects of the building activity. Consequently, content analysis is adopted in this research to determine the influence of building regulations in the implementation of new technologies in the construction process. This study includes the analysis of different European regulations, the collection and documentation of such guidelines that have been established and a study of the impact that all of these have had in the way we start thinking an architectural project. The achievements of the research could be explained in terms of the regulatory requirements that must be taken into account in order to achieve a successful implementation of a home automation system, and the key finding has been the confirmation of how the design of smart buildings may be promoted through specific regulatory requirements while other factors, such as the global economic situation, do not seem to affect directly the rate of penetration of home automation in construction.

Numerical analysis of shell and spatial structures

Since the advent of the computer into the engineering field, the application of the numerical methods to the solution of engineering problems has grown very rapidly. Among the different computer methods of structural analysis the Finite Element (FEM) has been predominantly used. Shells and space structures are very attractive and have been constructed to solve a large variety of functional problems (roofs, industrial building, aqueducts, reservoirs, footings etc). In this type of structures aesthetics, structural efficiency and concept play a very important role. This class of structures can be divided into three main groups, namely continuous (concrete) shells, space frames and tension (fabric, pneumatic, cable etc )structures. In the following only the current applications of the FEM to the analysis of continuous shell structures will be discussed. However, some of the comments on this class of shells can be also applied to some extend to the others, but obviously specific computational problems will be restricted to the continuous shells. Different aspects, such as, the type of elements,input-output computational techniques etc, of the analysis of shells by the FEM will be described below. Clearly, the improvements and developments occurring in general for the FEM since its first appearance in the fifties have had a significative impact on the particular class of structures under discussion.

Numerical methods in Nonlinear Analysis of shell structures

The design of shell and spatial structures represents an important challenge even with the use of the modern computer technology.If we concentrate in the concrete shell structures many problems must be faced,such as the conceptual and structural disposition, optimal shape design, analysis, construction methods, details etc. and all these problems are interconnected among them. As an example the shape optimization requires the use of several disciplines like structural analysis, sensitivity analysis, optimization strategies and geometrical design concepts. Similar comments can be applied to other space structures such as steel trusses with single or double shape and tension structures. In relation to the analysis the Finite Element Method appears to be the most extended and versatile technique used in the practice. In the application of this method several issues arise. First the derivation of the pertinent shell theory or alternatively the degenerated 3-D solid approach should be chosen. According to the previous election the suitable FE model has to be adopted i.e. the displacement,stress or mixed formulated element. The good behavior of the shell structures under dead loads that are carried out towards the supports by mainly compressive stresses is impaired by the high imperfection sensitivity usually exhibited by these structures. This last effect is important particularly if large deformation and material nonlinearities of the shell may interact unfavorably, as can be the case for thin reinforced shells. In this respect the study of the stability of the shell represents a compulsory step in the analysis. Therefore there are currently very active fields of research such as the different descriptions of consistent nonlinear shell models given by Simo, Fox and Rifai, Mantzenmiller and Buchter and Ramm among others, the consistent formulation of efficient tangent stiffness as the one presented by Ortiz and Schweizerhof and Wringgers, with application to concrete shells exhibiting creep behavior given by Scordelis and coworkers; and finally the development of numerical techniques needed to trace the nonlinear response of the structure. The objective of this paper is concentrated in the last research aspect i.e. in the presentation of a state-of-the-art on the existing solution techniques for nonlinear analysis of structures. In this presentation the following excellent reviews on this subject will be mainly used.

A methodology to calibrate structural finite element models for reinforced concrete structures subject to blast loads

Civil buildings are not specifically designed to support blast loads, but it is important to take into account these potential scenarios because of their catastrophic effects, on persons and structures. A practical way to consider explosions on reinforced concrete structures is necessary. With this objective we propose a methodology to evaluate blast loads on large concrete buildings, using LS-DYNA code for calculation, with Lagrangian finite elements and explicit time integration. The methodology has three steps. First, individual structural elements of the building like columns and slabs are studied, using continuum 3D elements models subjected to blast loads. In these models reinforced concrete is represented with high precision, using advanced material models such as CSCM_CONCRETE model, and segregated rebars constrained within the continuum mesh. Regrettably this approach cannot be used for large structures because of its excessive computational cost. Second, models based on structural elements are developed, using shells and beam elements. In these models concrete is represented using CONCRETE_EC2 model and segregated rebars with offset formulation, being calibrated with continuum elements models from step one to obtain the same structural response: displacement, velocity, acceleration, damage and erosion. Third, models basedon structural elements are used to develop large models of complete buildings. They are used to study the global response of buildings subjected to blast loads and progressive collapse. This article carries out different techniques needed to calibrate properly the models based on structural elements, using shells and beam elements, in order to provide results of sufficient accuracy that can be used with moderate computational cost.

Caracterización estructural de los rellenos situados en el trasdós de bóvedas de edificios históricos

El papel esencial de los rellenos en el comportamiento y la estabilidad de las construcciones de fábrica ha sido sorprendentemente ignorado en la bibliografía técnica, contribuyendo este trabajo a cubrir esta laguna del conocimiento. Se presenta en primer lugar la configuración morfológica de los rellenos del trasdós de bóvedas en la Península Ibérica en tres periodos histórico-técnicos: la construcción romana, la románica y la gótica. La clasificación se ha realizado en base a inspecciones visuales de diferentes edificios. En sendos anexos se presentan análisis comparados de la base de datos que se ha reunido y las fichas de las construcciones consideradas. En segundo lugar se ha caracterizado el papel estructural de los rellenos, identificándose las características intrínsecas que se estiman más significativas de dichos rellenos en relación tanto con su propia configuración como con su función estructural. Muy en particular se proponen unas leyes de empujes coherentes con la naturaleza y con las condiciones de contorno de los rellenos y las bóvedas. En esta tesis se ha desarrollado una sencilla, potente y suficiente herramienta de análisis que considera las principales variables que intervienen en el comportamiento de una estructura de fábrica, incluyendo muy particularmente los rellenos. Para ello se ha planteado una herramienta basada en el análisis límite que incluye la comprobación tensional de los diferentes esfuerzos, normales o tangenciales, así como la interfaz entre bóvedas y rellenos, dotándose a los técnicos de una herramienta que permite entender estas estructuras, de complejo funcionamiento. La herramienta propuesta incluye consideraciones energéticas para encontrar la solución más cercana al funcionamiento real. La herramienta se ha calibrado con ejemplos analizados por otros autores con diferentes procedimientos, poniéndose de manifiesto su suficiente precisión y eficacia, especialmente si se tiene en cuenta que requiere sólo de unos datos mínimos. La calibración se ha extendido al ensayo en modelo reducido de este tipo de estructuras en el Laboratorio de Estructuras de la Escuela de Ingenieros de Caminos, Canales y Puertos de Madrid. Fruto de esa calibración, se ha realizado un amplio estudio paramétrico que permite cuantificar la influencia que tienen en el comportamiento estructural variables como el apuntamiento de las bóvedas (relación luz/flecha), su esbeltez (relación luz/canto en clave), la altura de los rellenos rígidos, la altura de los rellenos granulares, etc. Ese estudio ha permitido identificar los puntos críticos, las ratios características que condicionan el comportamiento y, en fin, los aspectos clave del análisis estructural de estas construcciones desde el punto de vista de la interrelación, hasta ahora desconocida, de estructura y relleno, que también es estructura. Ello permitirá orientar de mejor manera las inspecciones de estas estructuras y sus análisis estructurales. Finalmente, la tesis concluye con el desarrollo de tres ejemplos, correspondientes cada uno de ellos a los periodos históricos referidos, en los que se pone de manifiesto el papel crucial de los rellenos en la estabilidad no sólo de las bóvedas sino del resto de elementos estructurales que componen un edificio (pilares, muros, botareles, etc.). Al final se presentan las conclusiones del trabajo y se enumeran las muchas líneas de trabajo que quedan abiertas tras esta tesis. It is surprising that the essential role of the backfill at the extrados of masonry vaults and domes has been ignored or misunderstood in the technical literature. The main purpose of this work is to contribute to overcome such a lacuna. Firstly, the morphological configuration of backfill that can be found in the Iberian Peninsula in Roman, Romanesque and Gothic buildings is also presented. Two annexes are devoted to show the collected database and the result of its analysis. Then, the structural role of backfill is characterised, as well as the intrinsic and most significant properties related both to its configuration and structural function. Thus, specific thrust values are proposed to analyse such structures, taking into account the nature and boundary conditions of walls and vaults. The simple, powerful and sufficient tool of analysis that has been developed is also presented, including the main variables involved, especially the backfill. The limit analysis method, followed by a stress verification, including the extrados of vaults and backfill interface, and an enhanced algorithm based on energetic considerations, are used to provide technicians a tool to understand this type of structures efficiently, in a balanced situation between the rather scarce amount of information and sufficient accuracy and liability. The tool was calibrated by comparing the experimental and theoretical results provided by different authors regarding several examples, as well as our own experimental campaign carried out at the Civil Engineering School of Madrid. A parametric study is also developed, providing original information about the structural importance of several parameters, as the span-to-depth or span-to-rise ratios, relative height of backfill, etc. As a result of this analysis, critical points and tendencies of structural behaviour were detected, helping technicians to inspect and analyse these constructions, also revealing some particularities related to their construction. Furthermore, a set of three examples corresponding to the three structural typologies analysed (Roman, Romanesque and Gothic) is studied. The crucial importance of backfill is then highlighted, not only for the stability of vaults or domes, but also for the equilibrium of walls, pillars and buttresses. Finally, the conclusions of the study and the future research fields are also presented.

Estudio de las propiedades de las fábricas históricas de adobe como soporte a intervenciones de rehabilitación

El extenso legado edificado que constituyen las construcciones históricas de fábrica de adobe distribuidas por toda la península encuentra en la región de Aveiro (Portugal) su máxima expresión, tanto desde el punto de vista cuantitativo, un 30% de los edificios existentes en la región, como tipológico, compuesto por un amplio conjunto de diferentes construcciones (edificios residenciales, edificios militares, iglesias, escuelas, teatros, naves industriales, etc.), muchos de los cuales de reconocido valor histórico, arquitectónico y patrimonial. Tras la gradual desaparición del empleo de la fábrica de adobe como técnica constructiva, durante la segunda mitad del siglo XX, la necesaria conservación y/o rehabilitación de los edificios remanentes no se ha tenido en cuenta. Como consecuencia de esta actitud generalizada de pasividad continuada, se verifica el estado actual de deterioro y de daño acusado que presentan una gran parte de estas construcciones, del cual ha resultado el panorama presente de abandono y ruina en el que se encuentran muchas de ellas. Por regla general, la solución adoptada para afrontar el estado actual de los edificios en estas condiciones suele ser la demolición. No obstante lo anterior, en los últimos años, se viene produciendo en el seno de los diferentes agentes que intervienen en la toma de decisiones sobre estos edificios un interés creciente en su preservación, promoviendo la rehabilitación de los mismos. Empieza de este modo a cobrar importancia la necesidad de desarrollar estrategias de intervención que posibiliten alargar la vida útil de estas estructuras, permitiendo, por un lado, establecer metodologías de análisis de sus condiciones de seguridad, que posibiliten determinar las medidas de actuación necesarias para el aseguramiento de las mismas frente a las acciones existentes y, en su caso, a la incorporación de nuevas solicitaciones debidas a cambios de uso o ampliaciones, así como, dando respuesta a los principales mecanismo de daño a los que se encuentran sujetas. Tratándose de estructuras que fueron construidas utilizando técnicas y materiales escasamente estudiados y entre tanto abandonados, se hace también necesario, y con carácter previo a lo anterior, acometer un estudio e investigación multidisciplinares que permitan su caracterización y comprensión, y la par establecer un diagnóstico sobre los principales agentes y procesos patológicos que promueven el deterioro de las mismas. En este contexto, el estudio llevado a cabo tuvo como objetivos ampliar el conocimiento e investigación acerca de las propiedades y parámetros resistentes de las fábricas históricas de adobe, así como, analizar los principales mecanismos de daño asociados a las mismas, a la luz del el estado actual de estas construcciones, y su repercusión en el comportamiento resistente de las fábricas –con especial énfasis para la influencia del agua–. De este modo, se pretendió construir una base de resultados que, por un lado, pueda servir de soporte a intervenciones de rehabilitación y/o consolidación de estas estructuras – permitiendo de forma ágil y a partir de datos y recursos de cálculo expeditos la evaluación de los niveles de seguridad en las fábricas–, y por otro, el estudio de soluciones de mejora o corrección de deficiencias en su comportamiento estructural. The vast edified legacy composed of the historical adobe load-bearing walls which can be found spread all over the Iberian peninsula has, in the region of Aveiro (Portugal), its maximum expression, both from a quantitative point of view (around 30% of the local construction) and a typological point of view, including a considerable number of different types of constructions (residential buildings, military buildings, churches, industrial buildings, etc.), most of which have a recognized high historical, architectural and patrimonial value. The conservation and/or rehabilitation of many of these edifications has been neglected, since its gradual abandonment as constructive technique during the second half of the 20th century. As a consequence of this posture of general passivity, it is nowadays visible the state of pronounced damage manifested by great part of these constructions, which has been leading to their abandonment and state of ruin. In most cases, the option for demolition has been the solution found to face the actual state of these constructions. However, in recent years, a growing interest in the preservation and maintenance of the adobe constructions has become visible by the envolved parties, with the obvious consequence of rehabilitation. By so, it becomes mandatory to develop strategies of intervention that, through rehabilitation, are able to extend the useful life of the existing structures, allowing on one hand, to establish methodologies to analyze their safety state and determine the actions needed to ensure their protection against existing pressures and, when applicable, the occurrence of new demands due to changes of use or extensions, and on the other hand, to give response to the main damage mechanisms to which these structures are exposed. Because these structures were built using not very well know techniques and materials, which have been, in the meantime, abandoned, it is now crucial that these are object of a previous phase of study and multidisciplinary investigation, essential not only to their characterization and comprehension, but also to the diagnosis of the main pathological processes that affect them. In this context, the present study had as main goal to develop the analysis and knowledge regarding the properties and resistant parameters of the adobe masonry as well as bringing to the light of day the actual state of the existing adobe constructions, making evident the main damage mechanisms by which they are affected and analyzing, through their occurrence, the vulnerability of the mentioned properties and resistant parameters. By so, it was objective of the present study the development of a result database which on one hand, supports the execution of rehabilitation interventions and/or strengthening of these constructions and, on other hand, allows the development of improvement solutions in the mechanical characteristics of the adobe masonry which permit corrections of deficiencies in their structural behavior with a special emphasis on the influence of water. Thus, a database of results was developed. Its goal is, on one hand, to support the rehabilitation or consolidation interventions on these structures - allowing for a quick analysis of the safety state of the adobe walls from expedite data and calculus resources and, on the other hand, to study improvement or correction solutions of their structural behavior.

Caracterización de sistemas vibroacústicos mediante análisis estadístico de energía

Hoy día nadie discute la importancia de predecir el comportamiento vibroacústico de estructuras (edificios, vehículos aeronaves, satélites). También se ha hecho patente, con el tiempo, que el rango espectral en el que la respuesta es importante se ha desplazado hacia alta frecuencia en prácticamente todos los campos. Esto ha hecho que los métodos de análisis en este rango alto de frecuencias cobren importancia y actualidad. Uno de los métodos más extendidos para este fin es el basado en el Análisis Estadístico de la Energía, SEA. Es un método que ha mostrado proporcionar un buen equilibrio entre potencia de calculo, precisión y fiabilidad. En un SEA el sistema (estructura, cavidades o aire circundante) se modela mediante una matriz de coeficientes que dependen directamente de los factores de pérdidas de las distintas partes del sistema. Formalmente es un método de análisis muy cómodo e intuitivo de manejar cuya mayor dificultad es precisamente la determinación de esos factores de pérdidas. El catálogo de expresiones analíticas o numéricas para su determinación no es suficientemente amplio por lo que normalmente siempre se suele acabar necesitando hacer uso de herramientas experimentales, ya sea para su obtención o la comprobación de los valores utilizados. La determinación experimental tampoco está exenta de problemas, su obtención necesita de configuraciones experimentales grandes y complejas con requisitos que pueden llegar a ser muy exigentes y en las que además, se ven involucrados problemas numéricos relacionados con los valores de los propios factores de pérdidas, el valor relativo entre ellos y las características de las matrices que conforman. Este trabajo estudia la caracterización de sistemas vibroacústicos mediante el análisis estadístico de energía. Se centra en la determinación precisa de los valores de los factores de pérdidas. Dados los problemas que puede presentar un sistema experimental de estas características, en una primera parte se estudia la influencia de todas las magnitudes que intervienen en la determinación de los factores de pérdidas mediante un estudio de incertidumbres relativas, que, por medio de los coeficientes de sensibilidad normalizados, indicará la importancia de cada una de las magnitudes de entrada (esencialmente energías y potencias) en los resultados. De esta parte se obtiene una visión general sobre a qué mensurados se debe prestar más atención, y de qué problemas pueden ser los que más influyan en la falta de estabilidad (o incoherencia) de los resultados. Además, proporciona un modelo de incertidumbres válido para los casos estudiados y ha permitido evaluar el error cometido por algún método utilizado habitualmente para la caracterización de factores de pérdidas como la aproximación a 2 subsistemas En una segunda parte se hace uso de las conclusiones obtenidas en la primera, de forma que el trabajo se orienta en dos direcciones. Una dirigida a la determi nación suficientemente fiel de la potencia de entrada que permita simplificar en lo posible la configuración experimental. Otra basada en un análisis detallado de las propiedades de la matriz que caracteriza un SEA y que conduce a la propuesta de un método para su determinación robusta, basada en un filtrado de Montecarlo y que, además, muestra cómo los problemas numéricos de la matriz SEA pueden no ser tan insalvables como se apunta en la literatura. Por último, además, se plantea una solución al caso en el que no todos los subsistemas en los que se divide el sistema puedan ser excitados. El método propuesto aquí no permite obtener el conjunto completo de coeficientes necesarios para definir un sistema, pero el solo hecho de poder obtener conjuntos parciales ya es un avance importante y, sobre todo, abre la puerta al desarrollo de métodos que permitan relajar de forma importante las exigencias que la determinación experimental de matrices SEA tiene. ABSTRACT At present there is an agreement about the importance to predict the vibroacoustic response of structures (buildings, vehicles, aircrafts, satellites, etc.). In addition, there has become clear over the time that the frequency range over which the response is important has been shift to higher frequencies in almost all the engineering fields. As a consequence, the numerical methods for high frequency analysis have increase in importance. One the most widespread methods for this type of analysis is the one based on the Statistical Energy Analysis, SEA. This method has shown to provide a good balance among calculation power, accuracy and liability. Within a SEA, a system (structure, cavities, surrounding air) is modeled by a coefficients matrix that depends directly on the loss factors of the different parts of the system. Formally, SEA is a very handy and intuitive analysis method whose greatest handicap is precisely the determination of the loss factors. The existing set of analytical or numerical equations to obtain the loss factor values is not enough, so that usually it is necessary to use experimental techniques whether it is to its determination to to check the estimated values by another mean. The experimental determination presents drawbacks, as well. To obtain them great and complex experimental setups are needed including requirements that can be very demanding including numerical problems related to the values of the loss factors themselves, their relative value and the characteristics of the matrices they define. The present work studies the characterization of vibroacousti systems by this SEA method. It focuses on the accurate determination of the loss factors values. Given all the problems an experimental setup of these characteristics can show, the work is divided in two parts. In the first part, the influence of all the quantities involved on the determination of the loss factors is studied by a relative uncertainty estimation, which, by means of the normalised sensitivity coefficients, will provide an insight about the importance of every input quantities (energies and input powers, mainly) on the final result. Besides, this part, gives an uncertainty model that has allowed assessing the error of one of the methods more widely used to characterize the loss factors: the 2-subsystem approach. In the second part, use of the former conclusions is used. An equation for the input power into the subsystems is proposed. This equation allows simplifying the experimental setup without changing the liability of the test. A detailed study of the SEA matrix properties leads to propose a robust determination method of this SEA matrix by a Monte Carlo filtering. In turn, this new method shows how the numerical problems of the SEA matrix can be overcome Finally, a solution is proposed for the case where not all the subsystems are excited. The method proposed do not allows obtaining the whole set of coefficients of the SEA matrix, but the simple fact of getting partial sets of loss factors is a significant advance and, over all, it opens the door to the development of new methods that loosen the requirements that an experimental determination of a SEA matrix have.

Cómic, arquitectura narrativa. Describiendo cuatro dimensiones con dos

Cómic, arquitectura narrativa. Describiendo cuatro dimensiones con dos. La mayor parte de los estudios con un enfoque académico en torno a cómic y arquitectura, se han centrado más en las distintas realidades representadas dentro del medio, en sus decorados, que en la estructura del cómic en sí. Existe un aspecto gráfico que se ha venido obviando o al menos no ha adquirido el protagonismo que merece: los espacios representados en el cómic se encuentran en un medio que se concibe y estructura de una manera similar a como el arquitecto dibuja y concibe la arquitectura. En lo básico, históricamente, las herramientas y soportes para idear y representar la arquitectura son muy parecidas a aquellas que usa el autor de cómic. Lápiz, tinta y color sobre un papel, combinadas trabajando en un tablero, ese es lugar de nacimiento de ambos mundos. A lo largo de esta tesis se muestra cómo el dibujo une a creadores de narraciones gráficas y edificios. La relación va más allá de que el cómic pueda utilizar las disposiciones vitruvianas, ichnographia, ortographia o scenographia, (planta, alzado, perspectiva), la propia articulación que hace del espacio de la página, puede sintonizar con la manera en la que se concibe una estructura arquitectónica. La tesis inicia con un capítulo de recorrido en torno a las teorías del cómic existentes, buscando intersecciones posibles con la representación arquitectónica o el proyecto espacial. En este primer paso de estudio del estado de la cuestión han pesado más los trabajos de los últimos veinticinco años. Se trata de un periodo en el que, a la par que se ha producido una explosión creativa en el mundo del cómic, determinados teóricos han incidido en un análisis más formal y visual del medio. Tras recoger teorías en el primer capítulo, se plantea un recorrido histórico a la búsqueda de posibles resonancias de “arquitecturas mentales” en el pasado. Esta búsqueda de referentes más allá del siglo XIX, momento en el que nace el medio en su forma actual, es ya un aspecto comúb en distintos estudios de cómic que han servido de inspiración. Se ha preferido ubicar esta colección de antecedentes como segundo capítulo, evitando dar al trabajo un carácter de historia e incidiendo en su enfoque de tipo visual. El tercer capítulo analiza una serie de obras y autores de cómic en su forma actual, buscando distintas estrategias para la descripción de espacios y las narraciones que ocurren en ellos. El crecimiento de casos en estas últimas décadas ha demostrado hasta qué punto el desarrollo de un campo depende tanto de que exista una masa crítica en un contexto conectado y productivo, como de la aparición de individuos que abren puertas a los demás, con la cristalización personal que hacen de una situación. Se analiza en un cuarto capítulo la relación entre la arquitectura y el cómic modernos. Una relación que se presenta partiendo desde sus respectivos padres, para después tratar un elenco creciente de experiencias en el que la narración gráfica y el hecho arquitectónico estan íntimamente ligados. Inspirado en la estrategia que Gubern y Gasca utilizan en El discurso del cómic (Cátedra, 1988) se cierra la tesis con un discurso visual por las arquitecturas mentales y narrativas del cómic: la representación del espacio a través de juego con las dimensiones, el uso de recursos gráficos propios de la descripción arquitectónica, la sección, la planta, la utilización de elementos constructivos,etc, completando el abanico de estrategias gráficas presentadas. ABSTRACT Comic narrative architecture. Describing four dimensions with two Most of the studies with an academic focus around comics and architecture have centered their view more on the different realities represented in the media, in its sets, than in the structure of comics itself. There is a graphic aspect that has been ignored, or at least has not gained the prominence it deserves: the spaces rendered in the comics are set in a medium that is conceived and structured in a similar way as the architect draws and conceives architecture. In basics, tools for designing and representing architecture are very similar to those used by the cartoonist. Pencil, ink and color on paper, combined working on a board, that is birthplace of both worlds. Throughout this thesis its shown how drawing connects creators of graphic stories and buildings. The relationship goes beyond the use that comics can do of the Vitruvian provisions, ichnographia, ortographia or scenographia (plan, elevation, perspective), to the arrange itself that it makes with space on the page, in tune with the way in which architectural structures are conceived. The thesis starts with a chapter that collects existing comics theories and their possible intersection with architectural rendering. In this first step of study on the state of affairs, the focus has been over studies from the last twenty years. It is a period in which, at the same time that there has been a creative explosion in the world of comics, some theorists have worked with a more formal and visual approach. After collecting theories in the first chapter, a historical tour is made to search for possible resonances of “mental architectures” in the past. This search for references beyond the nineteenth century, when the medium was born in its current form, is already a regular process in various recent studies that have served as inspiration. We preferred to locate this as a second chapter, to avoid giving the work a character of History, and reenforcing its visual approach. The third chapter analyzes a series of comics and authors, looking for different strategies for describing spaces and stories that occur in them. The growth of cases in recent decades has shown how the development of a field depends both on the existence of a critical mass in a connected and productive enviroment, and the appearance of individuals who open doors to others with the personal crystallization that they make on that context. The relationship between architecture and the modern comic is analyzed in a fourth chapter. A relationship that is described starting from their parents, and then going through a growing cast of experiences in which graphic narrative and architecture are closely linked. Inspired by the strategy used Gubern and Gasca in El discurso del cómic (Cátedra, 1988), The Comics’ Speech, the thesis concludes with a visual discourse through this narrative comic architectures: the representation of space by playing with dimensions, the use of resources for architectural rendering, section, plant, etc., to complete the range of graphical strategies presented.

Piezoelectric sensing and non-parametric statistical signal processing for health monitoring of hysteretic dampers used in seismic-resistant structures

The paper proposes a new application of non-parametric statistical processing of signals recorded from vibration tests for damage detection and evaluation on I-section steel segments. The steel segments investigated constitute the energy dissipating part of a new type of hysteretic damper that is used for passive control of buildings and civil engineering structures subjected to earthquake-type dynamic loadings. Two I-section steel segments with different levels of damage were instrumented with piezoceramic sensors and subjected to controlled white noise random vibrations. The signals recorded during the tests were processed using two non-parametric methods (the power spectral density method and the frequency response function method) that had never previously been applied to hysteretic dampers. The appropriateness of these methods for quantifying the level of damage on the I-shape steel segments is validated experimentally. Based on the results of the random vibrations, the paper proposes a new index that predicts the level of damage and the proximity of failure of the hysteretic damper

Application of the homogenization techniques to the determination of the effective flexure constants of plate structural systems

A Mindlin plate with periodically distributed ribs patterns is analyzed by using homogenization techniques based on asymptotic expansion methods. The stiffness matrix of the homogenized plate is found to be dependent on the geometrical characteristics of the periodical cell, i.e. its skewness, plan shape, thickness variation etc. and on the plate material elastic constants. The computation of this plate stiffness matrix is carried out by averaging over the cell domain some solutions of different periodical boundary value problems. These boundary value problems are defined in variational form by linear first order differential operators on the cell domain and the boundary conditions of the variational equation correspond to a periodic structural problem. The elements of the stiffness matrix of homogenized plate are obtained by linear combinations of the averaged solution functions of the above mentioned boundary value problems. Finally, an illustrative example of application of this homogenization technique to hollowed plates and plate structures with ribs patterns regularly arranged over its area is shown. The possibility of using in the profesional practice the present procedure to the actual analysis of floors of typical buildings is also emphasized.

Construction of Structures I in Moodle: a new teaching methodology in the Degree of Building Engineer

The subject of Construction of Structures I studies, from a constructive point of view and taking into account current legislation, reinforced concrete structures used in buildings, through the acquisition of knowledge and construction criteria required in the profession of a Technical Architect. The contents acquired in this course are essential for further professional development of technicians and are closely related to many of the subjects taught in the same or other courses of the Degree in Technical Architecture at the University of Alicante. The aim of this paper is to present, analyze and discuss the development of a new methodology proposed in the mentioned subject, as it supposed an important change in the traditional way of teaching Construction and Structures I. In order to incorporate new teaching tools in 2013-2014, the course has been implemented by using a Moodle software tool to promote blended learning with online exercises. Our Moodle community allows collaborative work within an open-source platform where teachers and students share a new and personalized learning environment. Students are easily used to the interface and the platform, value the constant connection with teachers or other fellows and completely agree with the possibility of making questions or share documents 24 hours a day. The proposed methodology consists of lectures and practical classes. In the lectures, the basics of each topic are discussed; class attendance, daily study and conducting scheduled exercises are indispensable. Practical classes allow to consolidate the knowledge gained in theory classes by solving professional exercises and actual construction problems related to structures, that shall be compulsorily delivered online. So, after the correction of the teacher and the subsequent feedback of students, practical exercises ensure lifelong learning of the student, who can download any kind of material at any time (constructive details, practical exercises and even corrected exams). Regarding the general evaluation system, goals achievement is assessed on an ongoing basis (65% of the final mark) along the course through written and graphic evidences in person and online, as well as a individual development of a workbook. In all cases, the acquisition of skills, the ability to synthesize, the capacity of logical and critical thinking are assessed. The other 35 % of the mark is evaluated by a complementary graphic exam. Participation in the computing platform is essential and the student is required to do and present, at least 90% of the practices proposed. Those who do not comply with the practices in each specific date could not be assessed continuously and may only choose the final exam. In conclusion, the subject of Construction of Structures I is essential in the development of the regulated profession of Technical Architect as they are considered, among other professional profiles, as specialists in construction of building structures. The use of a new communication platform and online teaching allows the acquisition of knowledge and constructive approaches in a continuous way, with a more direct and personal monitoring by the teacher that has been highly appreciated by almost 100% of the students. Ultimately, it is important to say that the use of Moodle in this subject is a very interesting tool, which was really well welcome by students in one of the densest and important subjects of the Degree of Technical Architecture.

Technologies for Seduction: The “Espacio Doméstico” VideoArt Center in Blanca [EDOM]

Sustainability, understood in its beginnings as a common horizon for multiple practices and fields of study, has gradually given way to the development of increasingly sophisticated tools, with distinct dominant meanings established for each discipline. Within the field of material technologies for architectural production, sustainability seems to have found its most fertile ground in topics such as recycling, the use of "bio" materials, or energetic efficiency. However, to improve the understanding of the impact of technology on our ways of living, it appears increasingly necessary to move from the deterministic logic of sustainability into the relational domain of ecology, where the use and deployment of technologies can be observed through the multiplicity of its effects and the diversity of actors involved. In this paper we will address the case of the rehabilitation of several traditional houses located in the Murcian town of Blanca to host the “Espacio Doméstico” VideoArt Center (EDOM). In this action the selection and implementation of technologies have been aimed at impacting on diverse aspects including local communities, digital manufacturing, recycling, and policies regarding the rehabilitation of heritage buildings. While the initial approach was to address housing recovery as a heterogeneous accumulation of stories, technologies or material deployments of the domestic, our intervention strategies ascribed to the different technologies the role of mediating with existing elements through the incorporation of the very different visions of sustainability. Thus, we displayed artifacts produced by digitally manufactured methacrylate assembled on IKEA structures, fluorescent power lines supported by insulators on the wall, fluorescent tattoos on walls and ceilings that guide and extend the configuration of existing flooring, esparto furniture and fabrics produced by the esparto women workers’ and village women’s associations, re-appropriations of old furniture through the implementation of new media technologies, etc. If we can see seduction as the process of converting affinities and disagreements into affirmative communication, then the EDOM proposal can be seen as an active seduction process between technologies and users who approach this kind of cultural artifacts. Through these permanently active processes, art technologies will refer the viewer to complex sensory experiences, where a combination of parody, memory and sound pushes the user to the limit of mere comprehension of works of art. This more relational approach to the issue of heritage rehabilitation, technology or art institutions is offered as an area of controversy and debate on the scope of political ecology and its potential impact on the architect’s professional practice.

China 1:200,000 : Sheet H-50-XXIV : Zhejiang Sheng Region (Raster Image)

This layer is a georeferenced raster image of the Soviet Army topographic sheet map covering a portion of the Zhejiang Sheng region, China (map quadrangle number: H-50-XXIV). It is from a series of Soviet Army topographic maps of China 1:200,000. The source map was published in 1979. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Pulkovo 1942 GK Zone 20N projection. Map collar information from the source map have been cropped and are not available as part of the raster image. China 1:200,000 topographic maps were prepared and printed by the Soviet Army General Headquarters, 1976-1991. China 1:200,000 maps are in Russian. Each source map in the series is printed in color. China 1:200,000 maps are typical topographic maps portraying both natural and manmade features. They show and name works of nature, such as mountains, valleys, lakes, rivers, vegetation, etc. They also identify the principal works and structures of humans, such as roads, railroads, paths, walls, boundaries, transmission lines, major buildings, etc. Relief is shown with standard contour intervals of 40 meters and/or spot heights.

China 1:200,000 : Sheet H-50-XXX : Zhejiang Sheng Region (Raster Image)

This layer is a georeferenced raster image of the Soviet Army topographic sheet map covering a portion of the Zhejiang Sheng region, China (map quadrangle number: H-50-XXX). It is from a series of Soviet Army topographic maps of China 1:200,000. Published in 1979, the source map was compiled from maps 1:100,000 published in 1977; corrected according to source material, 1970-1975. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Pulkovo 1942 GK Zone 20N projection. Map collar information from the source map have been cropped and are not available as part of the raster image. China 1:200,000 topographic maps were prepared and printed by the Soviet Army General Headquarters, 1976-1991. China 1:200,000 maps are in Russian. Each source map in the series is printed in color. China 1:200,000 maps are typical topographic maps portraying both natural and manmade features. They show and name works of nature, such as mountains, valleys, lakes, rivers, vegetation, etc. They also identify the principal works and structures of humans, such as roads, railroads, paths, walls, boundaries, transmission lines, major buildings, etc. Relief is shown with standard contour intervals of 40 meters and/or spot heights.

China 1:200,000 : Shaoxing Region, Zhejiang Sheng (Raster Image)

This layer is a georeferenced raster image of the Soviet Army topographic sheet map of the Shaoxing region, Zhejiang Sheng, China (map quadrangle number: H-51-XIX). It is from a series of Soviet Army topographic maps of China 1:200,000. Published in 1979, the source map was compiled from maps 1:100,000 published in 1977; corrected according to source material, 1973, 1974. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Pulkovo 1942 GK Zone 20N projection. Map collar information from the source map have been cropped and are not available as part of the raster image. China 1:200,000 topographic maps were prepared and printed by the Soviet Army General Headquarters, 1976-1991. China 1:200,000 maps are in Russian. Each source map in the series is printed in color. China 1:200,000 maps are typical topographic maps portraying both natural and manmade features. They show and name works of nature, such as mountains, valleys, lakes, rivers, vegetation, etc. They also identify the principal works and structures of humans, such as roads, railroads, paths, walls, boundaries, transmission lines, major buildings, etc. Relief is shown with standard contour intervals of 40 meters and/or spot heights.