Reuse of vacant agro-industrial buildings. The case of the public slaughterhouses in Spain

Nearly 3000 slaughterhouses (74% of them public facilities) were built in Spain during the last decades of the nineteenth century and the first half of the twentieth century. The need to comply with new technical requirements and regulations on the hygiene of the meat passed in the 70s and the gradual replacement of public facilities by larger and more modern private slaughterhouses have subsequently led to the closure and abandonment of many of these buildings. Public slaughterhouses generally consisted of several single-storey and open-plan buildings located around a courtyard. Although originally they were preferably located on the outskirts of the towns, many slaughterhouses are now placed inside the built up areas, due to the urban development. The present work aims to contribute to a better understanding of these agro-industrial buildings and to provide ideas for their conservation and reuse. A review on the historical evolution and the architectural features of the public slaughterhouses in Spain is presented and different examples of old vacant slaughterhouses reused to accommodate libraries, offices, community centres, exhibition halls or sports centres, among others, are shown in the paper.

Seismic vulnerability analysis of wide-beam buildings in Spain

A number of short-to-mid height RC buildings with wide beams have been constructed in moderate-seismicity areas of Spain. The seismic behavior in the direction of the wide beams appears to be deficient because of low lateral strength, low ductility of the wide beams, big strut compressive forces inside the column-beam connections, and unreliable contribution of the spandrel zones of the wide beams. In the orthogonal direction, the behavior is worse since only the joists and the façade beams contribute to the lateral resistance. The objective is to assess the seismic capability of these structures; further research will involve proposing retrofit strategies. The research approach consists of selecting a number of representative buildings and evaluating their vulnerability by code-type, push-over and dynamic analyses. The cooperation of the masonry infill walls is accounted for. The main conclusion is that the seismic behavior of these buildings is inadequate in most of the situations.

Procesos configurativos: de la trama a la noción de campo en los "mat buildings"

La presente tesis aborda el estudio sobre los llamados mat buildings, que surgen entre los años cincuenta y sesenta del pasado siglo. Los mat buildings, también llamados “edificios esteras” o “edificios alfombras”, nacen en gran parte como consecuencia de los desacuerdos e insatisfacciones de los CIAM con el reduccionismo funcionalista y los principios de compartimentación funcional. Estos nuevos modelos remplazan el modelo de ciudad entendido como una colección de edificios individuales por una concepción de un patrón urbano. No es la suma de la longitud, la altura y el ancho sino más bien una densa alfombra bi-dimensional, con una configuración de formas que ofrece al mismo tiempo un orden repetitivo y una infinita diversidad de secuencias con infinitas posibilidades de adaptación donde el hombre vive y se desplaza. Estas características que irán apareciendo en la obras de muchos de los arquitectos que forman parte del grupo Team X son los que Alison Smithson empieza a revelar en su artículo, con la ambición de manifestar una nueva sensibilidad y una nueva forma de entender y ver la arquitectura. Los mat buildings y los cluster serán los códigos utilizados por diferentes miembros del Team X para pensar una arquitectura y un urbanismo alternativo al propuesto por los CIAM. Mediante ellos encuentran el camino para una nueva estética de la conexión con un desplazamiento desde una concepción determinista de la forma arquitectónica (una forma cerrada y en general definida a priori) hacia una actitud más libre, más abierta, fundamentada no tanto en la entereza de la forma global sino en cuanto a la intensidad de sus redes internas y de sus diferentes niveles de asociación. La tesis tiene como propósito final cuestionar si esta tipología de edificios, cuyo principio de base es siempre una matriz geométrica abierta (trama, retícula, malla), con crecimiento ilimitado, puede redefinir la frontera entre ciudad y edificio y, por tanto, entre público y privado, individual y colectivo, estructural e infraestructural, permanente y variable. Por ello, se presenta un estudio histórico y crítico en profundidad sobre los mat buildings, analizando detenidamente y por orden cronológico cinco de sus obras más paradigmáticas: el Orfanato en Ámsterdam de Aldo Van Eyck, la Universidad Libre en Berlín de Candilis, Josic y Woods, el Hospital de Venecia de Le Corbusier y Guillermo Jullián de la Fuente, el edificio administrativo de la Centraal Beheer en Apeldoorn de Herman Hertzberger, y por último el MUSAC en León, realizado por Mansilla y Tuñon. Las cuatro primeras obras pertenecen al periodo Team X y son precursoras de muchos otros proyectos que aparecerán a posteriori. La última obra analizada, el MUSAC, es estudiada conjuntamente con algunas obras del arquitecto japonés Sou Fujimoto y otros casos contemporáneos con la intención de manifestar cómo arquitectos de horizontes muy diferentes vuelven a recurrir a estos modelos de crecimientos ilimitados. Mediante el estudio de varios ejemplos contemporáneos se examinan las repercusiones, transformaciones y evoluciones que estos modelos han tenido. La exploración contrastada permite apreciar adecuadamente la pertinencia de estos modelos y los cambios de modalidades y de procesos que advienen con la aparición en el panorama contemporáneo de la noción de campo y los cambios de paradigma que conlleva. Estos nuevos modelos abren nuevos procesos y forma de abordar la arquitectura basada en las relaciones, flujos, movimientos y asociaciones que son caracterizados por diferentes patrones que vienen a alimentar todo el proceso del proyecto arquitectónico. El estudio de estos nuevos modelos nos indica las cualidades que puede ofrecer la revisión de estos métodos para empezar a tratar nuevas cuestiones que hoy en día parecen ser, permanentemente, parte de la condición urbana. XII ABSTRACT This thesis deals with the study of the so-called mat buildings which emerged between the fifties and sixties of the last century. Mat, or carpet, buildings appeared largely as a result of the CIAM’s disagreement and dissatisfaction with functionalist reductionism and the principles of functional compartmentalisation. These new models replaced the model of the city, seen as a collection of individual buildings, with the concept of an urban pattern. It is not the sum of the length, height and width but rather a dense, two- dimensional mat with a configuration of forms offering both a repetitive order and an infinite diversity of sequences with endless possibilities for adaptation, where man lives and circulates. These characteristics, which appeared in the works of many of the architects who formed part of Team X, are those that Alison Smithson started to reveal in her article with the aim of manifesting a new sensibility and a new way of understanding and seeing architecture. Mat buildings and clusters were the codes used by different members of Team X to plan an alternative architecture and urbanism to that proposed by the CIAM. With them, they found the path for a new aesthetic of connection, with a shift from a deterministic concept of the architectural form (closed and generally defined a priori) towards a more free, more open attitude based not so much on the integrity of the overall form but on the intensity of its internal networks and different levels of association. The end purpose of this thesis is to question whether this type of building, the basic principle of which is always an open geometric matrix (grid, recticle, network) with unlimited growth, can redefine the boundary between city and building and, thus, between public and private, individual and collective, structural and infrastructural, and permanent and variable. To this end, an in-depth historical and critical study of mat buildings is presented, analysing carefully and in chronological order five of the most paradigmatic works of this style: the Orphanage in Amsterdam, by Aldo Van Eyck; the Free University of Berlin, by Candilis, Josic and Woods; Venice Hospital, by Le Corbusier and Guillermo Jullián de la Fuente; the Centraal Beheer administration building in Apeldoorn, by Herman Hertzberger; and lastly, the MUSAC (Contemporary Art Museum) in León, designed by Mansilla and Tuñon. The first four works are from the Team X period and were the precursors to many other projects that would appear later. The last work analysed, the MUSAC, is studied together with some works by Japanese architect Sou Fujimoto and other contemporary cases to show how architects with very different perspectives revert to these models of limitless growth. Through the study of several contemporary examples we examine the repercussions, transformations and evolutions these models have had. The contrasted research XIII allows us to properly appreciate the importance of these models and the changes in forms and processes that came with the emergence of the idea of field in the contemporary arena and the paradigm shifts it entailed. These new models opened up new processes and a way of approaching architecture based on relationships, flows, movements and associations characterised by different patterns that feed the entire process of the architectural project. The study of these new models shows us the benefits that a review of these methods can contribute to addressing new issues that today appear to be a permanent part of the urban condition.

Multiprotocol Android Application for Smart Control and Monitoring in Buildings

This paper presents a multiprotocol mobile application for building automation which supports and enables the integration of the most representative control technologies such as KNX, LonWorks and X-10. The application includes a real-time monitoring service. Finally, advanced control functionalities based on gestures recognition and predefined scenes have been implemented. This application has been developed and tested in the Energy Efficiency Research Facility located at CeDInt-UPM, where electrical loads, blinds and HVAC and lighting systems can be controlled.

Improved heuristic drift elimination with magnetically-aided dominant directions (MiHDE) for pedestrian navigation in complex buildings

The main problem of pedestrian dead-reckoning (PDR) using only a body-attached inertial measurement unit is the accumulation of heading errors. The heading provided by magnetometers in indoor buildings is in general not reliable and therefore it is commonly not used. Recently, a new method was proposed called heuristic drift elimination (HDE) that minimises the heading error when navigating in buildings. It assumes that the majority of buildings have their corridors parallel to each other, or they intersect at right angles, and consequently most of the time the person walks along a straight path with a heading constrained to one of the four possible directions. In this article we study the performance of HDE-based methods in complex buildings, i.e. with pathways also oriented at 45°, long curved corridors, and wide areas where non-oriented motion is possible. We explain how the performance of the original HDE method can be deteriorated in complex buildings, and also, how severe errors can appear in the case of false matches with the building's dominant directions. Although magnetic compassing indoors has a chaotic behaviour, in this article we analyse large data-sets in order to study the potential use that magnetic compassing has to estimate the absolute yaw angle of a walking person. Apart from these analysis, this article also proposes an improved HDE method called Magnetically-aided Improved Heuristic Drift Elimination (MiHDE), that is implemented over a PDR framework that uses foot-mounted inertial navigation with an extended Kalman filter (EKF). The EKF is fed with the MiHDE-estimated orientation error, gyro bias corrections, as well as the confidence over that corrections. We experimentally evaluated the performance of the proposed MiHDE-based PDR method, comparing it with the original HDE implementation. Results show that both methods perform very well in ideal orthogonal narrow-corridor buildings, and MiHDE outperforms HDE for non-ideal trajectories (e.g. curved paths) and also makes it robust against potential false dominant direction matchings.

Seismic Risk Scenarios in Puerto Principe (Haiti). A Tool for Reconstruction and Emergency Planning

The 12 January 2010, an earthquake hit the city of Port-au-Prince, capital of Haiti. The earthquake reached a magnitude Mw 7.0 and the epicenter was located near the town of Léogâne, approximately 25 km west of the capital. The earthquake occurred in the boundary region separating the Caribbean plate and the North American plate. This plate boundary is dominated by left-lateral strike slip motion and compression, and accommodates about 20 mm/y slip, with the Caribbean plate moving eastward with respect to the North American plate (DeMets et al., 2000). Initially the location and focal mechanism of the earthquake seemed to involve straightforward accommodation of oblique relative motion between the Caribbean and North American plates along the Enriquillo-Plantain Garden fault system (EPGFZ), however Hayes et al., (2010) combined seismological observations, geologic field data and space geodetic measurements to show that, instead, the rupture process involved slip on multiple faults. Besides, the authors showed that remaining shallow shear strain will be released in future surface-rupturing earthquakes on the EPGFZ. In December 2010, a Spanish cooperation project financed by the Politechnical University of Madrid started with a clear objective: Evaluation of seismic hazard and risk in Haiti and its application to the seismic design, urban planning, emergency and resource management. One of the tasks of the project was devoted to vulnerability assessment of the current building stock and the estimation of seismic risk scenarios. The study was carried out by following the capacity spectrum method as implemented in the software SELENA (Molina et al., 2010). The method requires a detailed classification of the building stock in predominant building typologies (according to the materials in the structure and walls, number of stories and age of construction) and the use of the building (residential, commercial, etc.). Later, the knowledge of the soil characteristics of the city and the simulation of a scenario earthquake will provide the seismic risk scenarios (damaged buildings). The initial results of the study show that one of the highest sources of uncertainties comes from the difficulty of achieving a precise building typologies classification due to the craft construction without any regulations. Also it is observed that although the occurrence of big earthquakes usually helps to decrease the vulnerability of the cities due to the collapse of low quality buildings and the reconstruction of seismically designed buildings, in the case of Port-au-Prince the seismic risk in most of the districts remains high, showing very vulnerable areas. Therefore the local authorities have to drive their efforts towards the quality control of the new buildings, the reinforcement of the existing building stock, the establishment of seismic normatives and the development of emergency planning also through the education of the population.

The facility manager architect : the social responsability as an added value.

From the very first steps to execute a building, it is essential to analyze its life cycle. Similarly, we should consider the life cycle when projecting an urban intervention. Professionals of the Facility Management take part in construction projects, developing and managing DBFMO projects (Design, Build, Finance, Maintenance & Operate). Whatever the nature of the promoter is – private or public – promoters are leaders in projects of responsible management of spaces, whether these are work spaces, leisure spaces or residential spaces. They know and identify with the company and its performance, its values and its needs. These professionals give sustainable solutions in the life cycle of buildings (offices and housing), new ways to work and initiatives of innovations linked to current social changes: technology, social networks, and new habits. Concepts where innovation is essential should consider responsible values. Social, economic and sustainable aspects have to associate with the management performed by a Facilities Manager when considering the three groups of stakeholders with which it is linked: economic (shareholders), contractual (users), non-contractual (neighborhoods, organizations, etc.). Marcus Vitruvius Pollio, at the beginning of his book "The Ten Books on Architecture" describes and argues how the distribution in buildings must always adapt to their inhabitants. Let us build cities and buildings with responsible criteria, bearing in mind all its users and the needs of each one of them. Not to mention the need to adapt to future requirements with minimum cost and maximum profitability. These needs, under responsible management, are competencies developed by a Facilities Manager in his day to day. He cares and takes over the entire life cycle of buildings and their surroundings. This work is part of the PhD project whose main aim is to study the added value to the architectural profession when social responsibility criteria are applied in his/her role as Facility Manager.

Domestic hot water consumption vs. solar thermal energy storage: the optimum size of the storage tank

Many efforts have been made in order to adequate the production of a solar thermal collector field to the consumption of domestic hot water of the inhabitants of a building. In that sense, much has been achieved in different domains: research agencies, government policies and manufacturers. However, most of the design rules of the solar plants are based on steady state models, whereas solar irradiance, consumption and thermal accumulation are inherently transient processes. As a result of this lack of physical accuracy, thermal storage tanks are sometimes left to be as large as the designer decides without any aforementioned precise recommendation. This can be a problem if solar thermal systems are meant to be implemented in nowadays buildings, where there is a shortage of space. In addition to that, an excessive storage volume could not result more efficient in many residential applications, but costly, extreme in space consumption and in some cases too heavy. A proprietary transient simulation program has been developed and validated with a detailed measurement campaign in an experimental facility. In situ environmental data have been obtained through a whole year of operation. They have been gathered at intervals of 10 min for a solar plant of 50 m2 with a storage tank of 3 m3, including the equipment for domestic hot water production of a typical apartment building. This program has been used to obtain the design and dimensioning criteria of DHW solar plants under daily transient conditions throughout a year and more specifically the size of the storage tank for a multi storey apartment building. Comparison of the simulation results with the current Spanish regulation applicable, “Código Técnico de la Edificación” (CTE 2006), offers fruitful details and establishes solar facilities dimensioning criteria.

Thermal response model of free-running buildings = Model toplotnega odziva netermostatiranih stabv

Reducing energy consumption and eliminating wastage are among the main goals of the European Union (EU) [2]. In order to satisfy all challenges arising from the Kyoto protocol, improving energy efficiency is a very important factor to take into account. There is significant potential for reducing consumption with cost-effective measures. Some studies show that 40% of our energy is consumed in buildings, and the EU has introduced legislation that aims to ensure that less energy is consumed in this way in the future.

La arquitectura residencial en El Real Sitio de El Pardo (1885 - 1965): Orígenes, tipos y configuración del trazado urbano

Tras la denominación de Real Sitio a mediados del siglo XVIII, bajo el reinado de Fernando VI, su sucesor Carlos III procedió a la incorporación a su Patrimonio de todos los Montes y Bosques de El Pardo. Comenzó entonces el proceso de planeamiento urbano y de construcción arquitectónica que finalizó en torno al año 1800. En lo sucesivo, no sólo se mantiene el curso de la conservación y consolidación de los edificios principales, sino que se realiza obra nueva de índole civil. Algunos edificios cambiaron de propiedad y de uso hasta que tras la Guerra Civil se procedió a la mayor transformación vivida por el Real Sitio. El intervalo que aquí se trata (1885 a 1965), no ha suscitado, en los estudios sobre El Pardo, atención suficiente al no acontecer obra nueva de carácter patrimonial ni ha sido objeto de análisis el trazado y la fisonomía del centro urbano residencial del pueblo que Carlos III configuró. Sin embargo se estima relevante analizar los cambios en la actividad residencial; en primer lugar porque coexiste con la arquitectura oficial y, por tanto, se entiende necesario un análisis global del conjunto y en segundo lugar porque facilita la comprensión sobre la imagen original de carácter histórico del conjunto de finales del siglo XVIII. Este marco temporal determina tres partes principales de estudio que estructuran la presente tesis, cuyas fechas establecen los intervalos históricos clave: Actuaciones sobre el núcleo urbano consolidado (1885-1931). Cese de la actividad constructiva (1931-1939). Propuestas regeneradoras y crecimiento acelerado (1939-1965). Dentro de ellos se establecen, a su vez, dos subcapítulos diferenciados con la finalidad de explicar los sucesos que pautaron los cambios trascendentales en la historia de El Pardo. En el estudio del estado de la cuestión se observa que en El Pardo, al igual que sucede en otros Reales Sitios, se investigan los edificios destacados como el Palacio, la Casita del Príncipe, la Casa de Oficios y la Casa de Infantes desde el punto de vista de su historia pero no desde la arquitectura ni de cómo esta afecta al desarrollo del trazado y por tanto al contexto urbano. Se manifiestan determinadas carencias de tratamiento gráfico que facilitarían la comprensión histórica mediante el análisis de la forma y cómo esta ha ido variando sustancialmente. El concepto de escala y orientación reordena el estudio, no sólo de estos edificios protagonistas sino de los que se entretejen a su alrededor y componen el conjunto histórico, lo cual aporta nuevas conclusiones al estado de la cuestión que aquí compete. El principal objetivo de la tesis es, por tanto, contribuir a la dimensión patrimonial mediante el estudio de la arquitectura residencial del pueblo de El Pardo y en cómo esta ha ido conformando y consolidando el entramado urbano original en torno a edificios de la realeza y corte. Analizar aquellos edificios que perduran, los que fueron reconstruidos, rehabilitados, y apuntar acontecimientos históricos que formularon la actual fisonomía. Sistematizar y reordenar sobre la traza actual los edificios que desaparecieron, nos da las pistas sobre las modificaciones en concepto de escala arquitectónica y urbana. El estudio de las fuentes y establecer una metodología de conexión de estas, ayuda a detectar dónde no se han dirigido aún los focos de interés así como las lagunas que han quedado por explorar con el fin de responder a nuevas hipótesis, conceder conclusiones y abrir otras líneas de investigación. Como conclusiones generales, la tesis aporta documentación nueva sobre el objeto de estudio, no solicitada, digitalizada o publicada con anterioridad. En ella se analizan los procesos de configuración, consolidación y transformación en el Real Sitio mediante la sistematización de estados comparativos. Con respecto al estudio de los diferentes contextos natural y urbano la tesis analiza cómo los accidentes naturales, el desarrollo de infraestructuras y el impulso de la agronomía afectaron a El Pardo a partir del siglo XIX, y estudia los procesos de configuración, consolidación y transformación en el Real Sitio mediante la sistematización de la documentación encontrada de manera gráfica y escrita. En relación al marco patrimonial arquitectónico, la tesis analiza los procesos edificatorios históricos. Se estudian, a su vez, cambios de ocupación o uso que derivaron en reformas, ampliaciones, obras de nueva planta e incluso en derribos, así como los proyectos no materializados o que se llevaron a cabo de manera parcial. Con respecto al análisis del momento histórico, la tesis analiza las posibles afectaciones, políticas, sociales y económicas en las etapas de Monarquía, Segunda República, Guerra Civil y Posguerra. Por último, la tesis abre cuatro vías de investigación (que ya se han tratado y avanzado en parte pero que escapan a los límites de este trabajo) que pueden plantear nuevas hipótesis, reportando así respuestas sobre objetos de estudio complementarios y paralelos al presente. Estas refieren a análisis más concretos sobre El Palacio Real de El Pardo y la Casa de Oficios, el Camino Real de Madrid a El Pardo desde la Puerta de Hierro, los cuarteles, puertas y portilleras del Monte de El Pardo y los proyectos desarrollados por el arquitecto Diego Méndez en los Reales Sitios para el Patrimonio Nacional. ABSTRACT Following the Royal Site denomination being granted in the mid-18th Century, during the reign of Ferdinand VI, his successor Charles III proceeded to include all the Forests and Woodlands of El Pardo in his heritage. That then gave rise to the process of town planning and architectural construction that was completed around 1800. Thereafter, not only the process of conservation and consolidation of the main buildings has been maintained, but new civil engineering works have also been carried out. Some buildings changed ownership and use until, after the Civil War, the greatest transformation experienced by the Royal Site was undertaken. The time frame this paper concerns (1885 to 1965), has not attracted sufficient attention in studies of El Pardo due to there having been no new works with heritage status, nor has there been an analysis of the layout and external appearance of the residential centre in the town once conceived by Charles III. However, it is considered relevant to analyse the changes in residential activity, firstly, because it coexists with the official architecture and, thus, it is considered necessary to perform a global analysis of the complex and, secondly, because it facilitates a historical understanding of the original appearance of the complex at the end of the 18th Century. This time framework defines three main parts of the study that provide the structure of this thesis, the dates of which establish the key historical time frames: Actions in the consolidated town centre (1885-1931). Cessation of construction works (1931-1939). Proposals of regeneration and accelerated growth (1939-1965). Two distinct sub-chapters are also established within these, in order to explain the events that marked the transcendental changes in the history of El Pardo. When studying the subject matter, it is noted that in El Pardo, as is the case in other Royal Sites, outstanding buildings such as the Palace, the Prince's Cottage, the Trades House and the Infantes House are usually researched strictly from the point of view of their history, but not from an architectural perspective, nor analysing how that affects the development of the site layout and thus the urban area. Specific shortcomings are evident in the graphic treatment that would have otherwise facilitated a historical understanding through the analysis of the shape and the way it has gradually undergone substantial variation. The concept of scale and orientation reorganises the study, not only of these key buildings, but also of those that are woven around them and make up the historic complex, allowing entirely new conclusions concerning the subject matter analysed herein. Therefore, the main purpose of this thesis is to outline our heritage through the study of the residential architecture of the town of El Pardo and the analysis of the way the original town has been built up and consolidated around the buildings erected by royalty and the court; to analyse the buildings that still remain, those that were rebuilt, refurbished, and to note historic events that shaped its current appearance. To this end, a systematic classification and reorganisation on the current urban layout of the buildings that have disappeared will give us the key to understand changes in the concept of architectural and urban scale. Studying the sources and establishing a methodology to connect them will help us detect those areas where the focus of interest has not concentrated yet, and will also reveal the gaps that remain unexplored, in order to respond to new hypotheses, reach new conclusions and open up new lines of research. As general conclusions, this thesis provides new documentation on the subject matter that had not been requested, digitized or published before. There we find an analysis of the processes of configuration, consolidation and transformation of the Royal Site through a systematic classification of comparative states. With regard to the study of the multiple natural and urban environments, this thesis analyses the way natural features, development of infrastructures and agricultural driving forces affected El Pardo as of the 19th Century, and it studies the processes of configuration, consolidation and transformation of the Royal Site by systematically classifying the documentation found in graphic and written documents. In relation to the architectural heritage framework, this thesis analyses historical building processes. Likewise, a study is also performed on the changes in land occupation or use that led to reforms, extensions, new buildings and even to demolitions, as well as on unrealized projects, or even on those that were partially implemented. As for the analysis of the historical time period, this thesis assesses the potential political, social and economic effects of the Monarchy, Second Republic, Civil War and Post-War Periods. Finally, this thesis opens up four lines of investigation (that have already been discussed and partially advanced, but which fall beyond the scope of this work) that could pose new hypotheses, thus giving answer to other subject matters parallel and complementary to the one assessed herein. These refer to more specific analyses of El Palacio Real de El Pardo (Royal Palace of El Pardo) and the Casa de Oficios (Trades House), the Royal Highway from Madrid to El Pardo from Puerta de Hierro, the barracks, gates and entrances to estates in the Woodlands of El Pardo and the projects developed on the Royal Sites by the architect Diego Méndez for the National Heritage.

Performance of masonry buildings during the 2011 Lorca earthquake

On Wednesday 11th May 2011 at 6:47 pm (local time) a magnitude 5.1 Mw earthquake occurred 6 km northeast of Lorca with a depth of around 2 km. As a consequence of the shallow depth and the small epicentral distance, important damage was produced in several masonry constructions and even led to the collapse of some of them. Pieces of the facades of several buildings fell down onto the sidewalk, being one of the reasons for the killing of a total of 9 people. The objective of this paper is to describe and analyze the failure patterns observed in unreinforced masonry buildings ranging from 3 to 8 floors in height. First, a brief description of the local building practices of masonry buildings is given. Then, the most important failure types of masonry buildings are described and discussed. After that, a more detailed analysis of one particular building is presented.

Vulnerability analysis of RC buildings with wide beams located in moderate seismicity regions

A significant number of short-to-mid height RC buildings with wide beams have been constructed in areas of moderate seismicity of Spain, mainly for housing and administrative use. The buildings have a framed structure with one-way slabs; the wide beams constitute the distinctive characteristic, their depth being equal to that of the rest of the slab, thus providing a flat lower surface, convenient for construction and the layout of facilities. Seismic behavior in the direction of the wide beams appears to be deficient because of: (i) low lateral strength, mainly because of the small effective depth of the beams, (ii) inherent low ductility of the wide beams, generated by high amount of reinforcement, (iii) the big strut compressive forces developed inside the column-beam connections due to the low height of the beams, and (iv) the fact that the wide beams are wider than the columns, meaning that the contribution of the outer zones to the resistance of the beam-column joints is unreliable because there is no torsion reinforcement. In the orthogonal direction, the behavior is worse since the only members of the slabs that contribute to the lateral resistance are the joists and the façade beams. Moreover, these buildings were designed with codes that did not include ductility requirements and required only a low lateral resistance; indeed, in many cases, seismic action was not considered at all. Consequently, the seismic capacity of these structures is not reliable. The objective of this research is to assess numerically this capability, whereas further research will aim to propose retrofit strategies. The research approach consists of: (i) selecting a number of 3-story and 6-story buildings that represent the vast majority of the existing ones and (ii) evaluating their vulnerability through three types of analyses, namely: code-type, push-over and nonlinear dynamic analysis. Given the low lateral resistance of the main frames, the cooperation of the masonry infill walls is accounted for; for each representative building, three wall densities are considered. The results of the analyses show that the buildings in question exhibit inadequate seismic behavior in most of the examined situations. In general, the relative performance is less deficient for Target Drift CP (Collapse Prevention) than for IO (Immediate Occupancy). Since these buildings are selected to be representative of the vast majority of buildings with wide beams that were constructed in Spain without accounting for any seismic consideration, our conclusions can be extrapolated to a broader scenario.

Integrated studies for the evaluation of conservation treatments on buildings materials from archaeological sites: application to the case of Merida (Spain)

The application of conservation treatments, such as consolidation and protection ones, has been demonstrated ineffective in many cases, and even harmful. Evaluation studies should be a mandatory task, ideally before and after the intervention, but both tasks are complex and unusual in the case of archaeological heritage. This study is mainly focused on analyzing changes in petrophysical properties of stone material from archaeological sites of Merida (Spain), evaluating, both on site and in laboratory, effects derived from different conservation treatments applied in past interventions, throughout the integration of different non-destructive techniques (NDT) and portable devices of analysis available at the Institute of Geosciences (CSIC,UCM). These techniques allow, not only assessment of effectiveness and alteration processes, but also monitoring durability of treatments, focused mainly on 1996 intervention in the case of Roman Theater, as well as different punctual interventions from the 90?s until date in the House of Mitreo. Studies carried out on archaeological sites of Merida permit us to compare outcomes and also check limitations in the use of those equipments. In this paper we discuss about the use of some techniques, their integration and limits, for the assessment of conservation treatments, showing some examples of Merida?s case study.

Background and approach to a definition of smart buildings

There is no doubt that there is no possibility of finding a single reference about domotics in the first half of the 20th century. The best known authors and those who have documented this discipline, set its origin in the 1970’s, when the x-10 technology began to be used, but it was not until 1988 when Larousse Encyclopedia decided to include the definition of "Smart Building". Furthermore, even nowadays, there is not a single definition widely accepted, and for that reason, many other expressions, namely "Intelligent Buildings" "Domotics" "Digital Home" or "Home Automation" have appeared to describe the automated buildings and homes. The lack of a clear definition for "Smart Buildings" causes difficulty not only in the development of a common international framework to develop research in this field, but it also causes insecurity in the potential user of these buildings. That is to say, the user does not know what is offered by this kind of buildings, hindering the dissemination of the culture of building automation in society. Thus, the main purpose of this paper is to propose a definition of the expression “Smart Buildings” that satisfactorily describes the meaning of this discipline. To achieve this aim, a thorough review of the origin of the term itself and the historical background before the emergence of the phenomenon of domotics was conducted, followed by a critical discussion of existing definitions of the term "Smart Buildings" and other similar terms. The extent of each definition has been analyzed, inaccuracies have been discarded and commonalities have been compared. Throughout the discussion, definitions that bring the term "Smart Buildings" near to disciplines such as computer science, robotics and also telecommunications have been found. However, there are also many other definitions that emphasize in a more abstract way the role of these new buildings in the society and the future of mankind.

Residential self-selection and geographical scales in trip frequency.

Neighbourhood representation and scale used to measure the built environment have been treated in many ways. However, it is anything but clear what representation of neighbourhood is the most feasible in the existing literature. This paper presents an exhaustive analysis of built environment attributes through three spatial scales. For this purpose multiple data sources are integrated, and a set of 943 observations is analysed. This paper simultaneously analyses the influence of two methodological issues in the study of the relationship between built environment and travel behaviour: (1) detailed representation of neighbourhood by testing different spatial scales; (2) the influence of unobserved individual sensitivity to built environment attributes. The results show that different spatial scales of built environment attributes produce different results. Hence, it is important to produce local and regional transport measures, according to geographical scale. Additionally, the results show significant sensitivity to built environment attributes depending on place of residence. This effect, called residential sorting, acquires different magnitudes depending on the geographical scale used to measure the built environment attributes. Spatial scales risk to the stability of model results. Hence, transportation modellers and planners must take into account both effects of self-selection and spatial scales.