An approach to stakeholders involvement in the preparedness for nuclear and radiological emergency response & recovery in Spain

The elaboration of a generic decision-making strategy to address the evolution of an emergency situation, from the stages of response to recovery, and including a planning stage, can facilitate timely, effective and consistent decision making by the response organisations at every level within the emergency management structure and between countries, helping to ensure optimal protection of health, environment, and society. The degree of involvement of stakeholders in this process is a key strategic element for strengthening the local preparedness and response and can help a successful countermeasures strategy. A significant progress was made with the multi-national European project EURANOS (2004-2009) which brought together best practice, knowledge and technology to enhance the preparedness for Europe's response to any radiation emergency and long term contamination. The subsequent establishment of a European Technology Platform and the recent launch of the research project NERIS-TP ("Towards a self sustaining European Technology Platform (NERIS-TP) on Preparedness for Nuclear and Radiological Emergency Response and Recovery") are aimed to continue with the remaining tasks for gaining appropriate levels of emergency preparedness at local level in most European countries. One of the objectives of the NERIS-TP project is: Strengthen the preparedness at the local/national level by setting up dedicated fora and developing new tools or adapting the tools developed within the EURANOS projects (such as the governance framework for preparedness, the handbooks on countermeasures, the RODOS system, and the MOIRA DSS for long term contamination in catchments) to meet the needs of local communities. CIEMAT and UPM in close interaction with the Nuclear Safety Council will explore, within this project, the use and application in Spain of such technical tools, including other national tools and information and communication strategies to foster cooperation between local, national and international stakeholders. The aim is identify and involve relevant stakeholders in emergency preparedness to improve the development and implementation of appropriate protection strategies as part of the consequence management and the transition to recovery. In this paper, an overview of the "state of the art" on this area in Spain and the methodology and work Plan proposed by the Spanish group within the project NERIS to grow the stakeholder involvement in the preparedness to emergency response and recovery is presented.

Characterization of an 241AmBe neutron irradiation facility by different spectrometric techniques

An automated panoramic irradiator with a 3 Ci 241Am-Be neutron source is installed in a bunker-type large room at the Universidad Politécnica de Madrid (UPM). It was recently modified and a neutron spectrometry campaign was organized to characterize the neutron fields in different measurement points along the irradiation bench. Four research groups working with different Bonner Sphere Spectrometers (BSS) and using different spectral unfolding codes took part to this exercise. INFN-LNF used a BSS formed by 9 spheres plus bare detector, with cylindrical, almost point like, 6LiI(Eu) scintillator (4 mm x 4 mm, from Ludlum); UAZ-UPM employed a similar system but with only 6 spheres plus bare detector; UAB worked with a 3He filled proportional counter at 8kPa filling pressure, cylindrical 9 mm x 10 mm (05NH1 from Eurisys) with 11 spheres configuration; and CIEMAT used 12 spheres with an spherical 3He SP9 counter (Centronic Ltd., UK) with very high sensitivity due to the large diameter (3.2 cm) and the filling pressure of the order of 228 kPa. Each group applied a different spectral unfolding method: INFN and UAB worked with FRUIT ver. 3.0 with their own response matrixes; UAZ-UPM used the BUNKIUT unfolding code with the response matrix UTA4 and CIEMAT employed the GRAVEL-MAXED-IQU package with their own response matrix. The paper shows the main results obtained in terms of neutron spectra at fixed distances from the source as well as total neutron fluence rate and ambient dose equivalent rate H*(10) determined from the spectra. The latter are compared with the readings of a common active survey-meter (LB 6411). The small differences in the results of the various groups are discussed.

MOIRA-PLUS use in decision making on the long-term management of contaminated freshwater bodies and catchments

In the mid-long-term after a nuclear accident, the contamination of drinking water sources, fish and other aquatic foodstuffs, irrigation supplies and people?s exposure during recreational activities may create considerable public concern, even though dose assessment may in certain situations indicate lesser importance than for other sources, as clearly experienced in the aftermath of past accidents. In such circumstances there are a number of available countermeasure options, ranging from specific chemical treatment of lakes to bans on fish ingestion or on the use of water for crop irrigation. The potential actions can be broadly grouped into four main categories, chemical, biological, physical and social. In some cases a combination of actions may be the optimal strategy and a decision support system (DSS) like MOIRA-PLUS can be of great help to optimise a decision. A further option is of course not to take any remedial actions, although this may also have significant socio-economic repercussions which should be adequately evaluated. MOIRA-PLUS is designed to allow for a reliable assessment of the long-term evolution of the radiological situation and of feasible alternative rehabilitation strategies, including an objective evaluation of their social, economic and ecological impacts in a rational and comprehensive manner. MOIRA-PLUS also features a decision analysis methodology, making use of multi-attribute analysis, which can take into account the preferences and needs of different types of stakeholders. The main functions and elements of the system are described summarily. Also the conclusions from end-user?s experiences with the system are discussed, including exercises involving the organizations responsible for emergency management and the affected services, as well as different local and regional stakeholders. MOIRAPLUS has proven to be a mature system, user friendly and relatively easy to set up. It can help to better decisionmaking by enabling a realistic evaluation of the complete impacts of possible recovery strategies. Also, the interaction with stakeholders has allowed identifying improvements of the system that have been recently implemented.

O Botafumeiro: parametric pumping in the Middle Age

The pendular motion of a giant censer (O Botafumeiro) that hangs in the transept of the cathedral of Santiago de Compostela, and is cyclically pumped by men who pull at the supporting rope, is analyzed. Maximum angular amplitude attainable, and number of cycles and time needed to attain it, are calculated; the results agree with observed values (~ 82°, ~ 17 cycles, ~ 80 seconds) to the few percent accuracy of both the analysis and the observations and parameter measurements. The energy gain in a pumping cycle is obtained for an arbitrary pumping procedure to two orders in the small fractional change of pendular length; the relevance of the ratio (characteristic radial acceleration during pumping)/g to the gain is discussed- Effects due to rope mass, air drag on both Censer and rope, and the fact that the Censer is not a point mass, are considered. If the pumping cycle is inverted once the maximum amplitude has been attained, the Censer could be swiftly brought to rest, avoiding the usual violent stop. Historically recorded accidents, rope shape, and the influence of relevant parameters on the motion are discussed.

Artificial metaplasticity prediction model for cognitive rehabilitation outcome in acquired brain injury patients

Objective The main purpose of this research is the novel use of artificial metaplasticity on multilayer perceptron (AMMLP) as a data mining tool for prediction the outcome of patients with acquired brain injury (ABI) after cognitive rehabilitation. The final goal aims at increasing knowledge in the field of rehabilitation theory based on cognitive affectation. Methods and materials The data set used in this study contains records belonging to 123 ABI patients with moderate to severe cognitive affectation (according to Glasgow Coma Scale) that underwent rehabilitation at Institut Guttmann Neurorehabilitation Hospital (IG) using the tele-rehabilitation platform PREVIRNEC©. The variables included in the analysis comprise the neuropsychological initial evaluation of the patient (cognitive affectation profile), the results of the rehabilitation tasks performed by the patient in PREVIRNEC© and the outcome of the patient after a 3–5 months treatment. To achieve the treatment outcome prediction, we apply and compare three different data mining techniques: the AMMLP model, a backpropagation neural network (BPNN) and a C4.5 decision tree. Results The prediction performance of the models was measured by ten-fold cross validation and several architectures were tested. The results obtained by the AMMLP model are clearly superior, with an average predictive performance of 91.56%. BPNN and C4.5 models have a prediction average accuracy of 80.18% and 89.91% respectively. The best single AMMLP model provided a specificity of 92.38%, a sensitivity of 91.76% and a prediction accuracy of 92.07%. Conclusions The proposed prediction model presented in this study allows to increase the knowledge about the contributing factors of an ABI patient recovery and to estimate treatment efficacy in individual patients. The ability to predict treatment outcomes may provide new insights toward improving effectiveness and creating personalized therapeutic interventions based on clinical evidence.

The nature of gypsum mortars for external rendering in Spain. Traditional manufacture and mineralogy

The present work focuses on gypsum mortar manufactu red in traditional kilns and used historically as exterior rendering. A documentation survey has been carried out followed by an experimental analysis using geological techniques. Conclusion shows that traditional gypsum is formed by anhydrite and inert active impurities (crystalline amorphous silica; cl ays and hydraulic phases) produced by the craft manufacture process of the system, in a kiln with a 200ºC to 1000ºC temperature interval, and continuo us fuel supply during 36 hours. Anhydrite together wit h the hydraulic phases set at consecutive time peri ods and with the presence of moisture improve the physi cal and mechanical properties of the final product. The hydration system is of great complexity and sho ws a very slow kinetics when in presence of impurities

Methodological issues of LCA application to building sector: challenges, risks and opportunities

Methodological issues of LCA application to building sector: challenges, risks and opportunities

First steps of Roman Cement in Spain

Natural cement was patented in 1796 but it didn’t arrive in Spain until 1835. No one knows exactly where the production started in Spain, because it emerged independently at the same time in many places. Most of these outbreaks are concentrated in the north and northwest of Spain: Basque Country (Zumaya and Rezola) and Catalonia (San Celoní and San Juan de las Abadesas).Natural cement was extensively used to decorate historical buildings during the nineteenth and beginning of twentieth century in Madrid. It was the building material which realised the architects and builders dreams of mass-produced cast elements in a wide variety of styles. Its arrival replaced traditional materials that were used previously (lime, gypsum and hydraulic limes). However, its use was not extended in time, and soon it was replaced by the use of artificial Portland cements. During 20th century this building material disappeared from use. What remains is it’s memory, in thousands and thousands of “stone witnesses” in our cities. Final properties of the cement largely depend on raw materials used and its combustion temperature. However, it was characterised by an easily implementation on facade masonry, fast-setting (about 15 minutes), good resistance , an agreeable structural consistency and colour.This article aims to show first steps, evolution and decay of Natural Cement Industry in Spain and its application in Madrid.

Pibamarmi Pavilion

The PIBAMARMI pavilion at the 2013 edition of MARMOMACC in Verona was designed by the Spanish architect Alberto CAMPO BAEZA, winner of the Fair’s International Award Architecture in Stone 2013 for the office building of the Castilla León Junta in front of the Cathedral in Zamora.

Descripción del horizonte acústico mediante métodos de evaluación subjetiva en la catedral de Toledo

Se tiene evidencia de que en el pasado, en las catedrales, se realizaban simultáneamente diferentes actividades. El proyecto trata de definir las áreas de la Catedral de Toledo en las cuales se considera escucha aceptable, cuando se están produciendo varias actividades simultáneamente a partir de un test de escucha de evaluación subjetiva. Para ello, se ha planteado una situación con tres fuentes sonoras situadas en el trascoro y en dos capillas. A partir de un modelo acústico diseñado en Odeon se han obtenido varias auralizaciones, con las señales procedentes de las tres fuentes, que han sido sometidas al test. Con el fin de crear un entorno que facilite la realización del mismo, tanto a los sujetos que lo realicen, como el tratamiento posterior de los datos obtenidos, se ha creado una herramienta desarrollada en Matlab. Se trata de una interfaz gráfica que permite escuchar las distintas auralizaciones, así como los sonidos procedentes de las distintas fuentes y recoge los juicios de los sujetos sometidos al test en un archivo Excel. Una vez recogidos los datos de los participantes se ha realizado un tratamiento estadístico de los mismos a fin de obtener resultados a cerca del horizonte acústico en la Catedral de Toledo, para la situación planteada. ABSTRACT. We have evidence from the old times that cathedrals were used to host different activities at the same time. This project aims to define the areas of the Cathedral of Toledo that have an acceptable listening level while several activities are carried out simultaneously, by performing subjective listening evaluation test. To achieve the objective, three sound sources are located inside the Cathedral, one behind the choir and two in the chapels. Several auralizations have been obtained, with the signals from the three test sources, by using an acoustic model designed with Odeon. In order to create an environment that facilitates the realization of the listening tests and the post-processing of the data obtained, a tool has been developed in Matlab. It has a graphical interface that allows the subject to listen to different auralizations, as well as the sounds from the different sources, and then collect the results of each test in an excel file. Once the data from the participants is collected, a statistical processing is performed in order to get the results for the acoustic horizon of the Cathedral of Toledo for the aforementioned setup.

In memoriam of Professor J. Munro

In memoriam of Professor John Munro was born in Glasgow the 8th of July 1925 and died on Wednesday 27th February 1985. He graduated in Civil Engineering at Glasgow University in 1951

Crossed-arch vaults in late-gothic and early Renaissance vaulting: a problem in building technology transfer

Crossed-arch vaults are a particular type of ribbed vaults. Their main feature is that the ribs that form the vault are intertwined, forming polygons or stars and leaving an empty space in the middle. The firsts appear in Córdoba in the second half of the 10th Century. Afterwards, the type diffused through Spain and North Africa, 11th_13th Centuries. These vaults reappear in Armenia in the 13th Century. In the 14th and 15th Century a few examples are found both in England (Durham, Raby) and Central Europe (Prague, Landshut, Vienna). At about the same time, Leonardo da Vinci produced designs for the Tiburio (Ciborium) of Milan cathedral with a cross-arched structure and proposed tests to assess the strength; he also, made use of the same pattern of vault for Renaissance centralized churches. Eventually, the type can be tracked through the 17th (Guarini) and 18th (Vittone) Centuries, until Spanish post war architecture in the 1940-60s (Moya). Some questions arose, which so far, have not been answered. How was it possible that a particular type of vault had such enormous geographical spread? How was it transmitted from Córdoba to the Caucasus? The matter is one of transfer of knowledge, ideas, and technology; it relates both aesthetics and construction.

El lenguaje de la estructura: Mies van der Rohe y la construcción con acero y hormigón

John Summerson, en El Lenguaje Clásico de la Arquitectura, defiende que los órdenes clásicos que empleaban los arquitectos romanos para decorar sus edificios, no tienen una función estructural pero hacen expresivos a los edificios. Les hacen hablar. Arthur Schopenhauer afirma que “el destino de la Bella Arquitectura es poner de manifiesto la lucha entre el peso y la rigidez de los elementos estructurales”. Y Auguste Perret define la Arquitectura como “el arte de hacer cantar al punto de apoyo”. El objetivo de esta Tesis Doctoral es profundizar en la capacidad de expresión de la estructura. A través del estudio de las estructuras históricas, que se realiza en la primera parte de la Tesis, podemos concluir que existen tres categorías, tres maneras de expresión de la Estructura. Estructuras Vistas, que hablan, Estructuras Ocultas, que se esconden y Estructuras Ilusorias, que fingen. El Partenón y la Sainte Chapelle de París se estudian en el apartado de Estructuras Vistas. El Panteón, el Palacio de Carlos V, la Catedral de San Pablo en Londres, y otras arquitecturas renacentistas y romanas, en el apartado de Estructuras Ocultas. Y como Estructuras Ilusorias, la Alhambra (Dos Hermanas, Comares, el Patio de los Leones), Santa Sofía, y otras arquitecturas del barroco italiano. En la segunda parte de la Tesis se analiza la obra completa de Mies van der Rohe desde el punto de vista de esas tres categorías. Lo visto, lo oculto y lo ilusorio en las estructuras de Mies. Se estudia la evolución en la estructura de la casa, desde las primeras casas con Estructura Oculta de muro de ladrillo, hasta las últimas casas con Estructura Vista y columnas adelantadas, pasando por una etapa intermedia de casas con estructura mixta de muro de ladrillo en la que el acero comienza a hacer su aparición. Se analizan también seis soluciones estructurales en los Bloques y en las Torres: Estructura Vista reverberante, expresiva o inexpresiva vs Estructura Oculta con vestido horizontal, vestido reticular o vestido vertical. Y por último, se estudian las tres soluciones de Estructura Ilusoria que emplea Mies en sus Pabellones. La metodología de trabajo que se ha empleado se divide en cuatro apartados: El análisis bibliográfico; el análisis in situ de los edificios, que nos permite comprobar, por ejemplo, los efectos lumínicos de la columna acanalada del Partenón, o el efecto reverberante de las columnas de la Weissenhofsiedlung; el análisis crítico de planos y detalles constructivos, que nos lleva a concluir que la disposición de pantallas del Pabellón de Barcelona anula la lectura de la crujía estructural, y que la columna del restaurante Cantor se dispone con su alma perpendicular a la cercha, y no paralela, como cabría suponer si se quisiera aprovechar toda la capacidad portante del perfil en H; y por último, el análisis numérico y estructural, que nos lleva a confirmar el sobredimensionado de la Estructura del Patio de los Leones de la Alhambra o el sobredimensionado de la Estructura de la Casa Farnsworth. Lo que se confirma con esta Tesis Doctoral es que la Estructura es algo más, mucho más, que sólo transmisión de las cargas. ABSTRACT John Summerson, in The Classic Language of Architecture, argues that the classic orders used by Roman architects in the decoration of their buildings did not have a structural function, but made buildings expressive. They make them speak. Arthur Schopenhauer affirms that “the goal of Great Architecture is to highlight the struggle between the gravity and rigidity of structural elements”. And Auguste Perret defines Architecture as “the art of making the points of support sing”. The objective of this Doctoral Thesis is to examine the expressive capacity of structure. Following a study of historic structures in the first part of the thesis, we conclude that three categories exist, three ways of expressing Structure. Visible Structures that speak, Concealed Structures that are hidden and Illusory Structures that pretend. The Parthenon and the Sainte Chapelle in Paris are studied in the section on Visible Structures. The Pantheon, the Palace of Charles V, Saint Paul’s Cathedral in London, and other Renaissance and Roman architectures are dealt with in the Concealed Structures section. And, as examples of Illusory Structures, we focus on the Alhambra (The Hall of the Two Sisters, the Comares and the Court of the Lions), Saint Sophia, and other Italian Baroque architectures. In the second part of the Thesis the complete work of Mies van der Rohe is analysed from the perspective of these three categories. The visible, the concealed and the illusory, in the structures of Mies. We study how the structure of the house evolves, from the first houses with the Hidden Structure of the brick wall, to the later houses with Visible Structures and columns, via an intermediate phase of mixed-structure houses with brick walls, where steel first began to make its appearance. We also analyse six structural solutions in the Blocks and Towers: reverberant, expressive or inexpressive Visible Structure vs Concealed Structure with horizontal cladding, reticular cladding or vertical cladding. And finally, we look at the three Illusory Structure solutions that Mies employs in his Pavilions. The methodology employed is divided into four sections: a bibliographic analysis; an analysis in situ of the buildings, which allows us to test, for example, the lighting effects of the fluted column in the Parthenon, or the reverberant effect of the Weissenhofsiedlung columns; a critical analysis of plans and constructive details, which leads us to conclude that the arrangement of panels in the Barcelona Pavilion cancels out the structural centreline, and that the column in the Cantor restaurant is placed with its web perpendicular to the truss, and not parallel to it, as one might expect if one wanted to avail of all the load-bearing capacity of the H beam; and lastly, a numeric and structural analysis, which confirms the oversizing of the Court of the Lions structure in the Alhambra or the oversized structure of Farnsworth House. All of which confirms in this Doctoral Thesis that structure is something more, much more, than a mere conveyor of loads.

Ricci flows on surfaces related to the Einstein weyl and Abelian vortex equations

There are described equations for a pair comprising a Riemannian metric and a Killing field on a surface that contain as special cases the Einstein Weyl equations (in the sense of D. Calderbank) and a real version of a special case of the Abelian vortex equations, and it is shown that the property that a metric solve these equations is preserved by the Ricci flow. The equations are solved explicitly, and among the metrics obtained are all steady gradient Ricci solitons (e.g. the cigar soliton) and the sausage metric; there are found other examples of eternal, ancient, and immortal Ricci flows, as well as some Ricci flows with conical singularities.

Juan Bautista Lázaro y la restauración monumental: su intervención en la Catedral de León (1892-1909)

La catedral de León, debido al estado de ruina que presentaba a mediados del siglo XIX, se vio sometida a partir de entonces a una serie de intervenciones de conservación, restauración y reconstrucción que la transforma-ron significativamente. A pesar de encontrarnos con gran cantidad de documentación escrita sobre este monumento y de existir varios estudios sobre los arquitectos restauradores que intervinieron en este a finales del siglo XIX, resulta sorprendente que todavía existan períodos de este lapso de tiempo en el que su análisis y profundización haya sido menor. Este es el caso del período de Juan Bautista Lázaro como arquitecto director de las obras de la catedral leonesa, existiendo únicamente sobre toda su obra un estudio general que fue realizado por el director de este trabajo de investigación, por lo que nos llevó a considerar que era oportuno profundizar sobre la figura y obra de uno de los arquitectos más importante de la restauración en España de este período, no solo por su obra en sí, sino también por sus pos-turas significativas respecto a la intervención en el patrimonio arquitectónico: su respeto por los añadidos históricos, su preferencia por no aislar los monumentos, sus interés por los sistemas constructivos y su deseo de recuperar los oficios tradicionales que estaban completamente perdidos en la España decimonónica. El objetivo principal de la tesis es, por tanto, el análisis descriptivo y arquitectónico de los proyectos e intervenciones que Lázaro desarrolló y ejecutó para la catedral de Santa María de Regla de León, para deducir los principios e ideas que guiaron su quehacer en este templo, y poder, tras estudiar sus diversas publicaciones escritas y los proyectos e intervenciones de restauración acometidas en otros edificios de carácter monumental, llegar a establecer sus criterios de intervención en el patrimonio histórico y artístico. De acuerdo con esto, la tesis se estructura en tres partes: una primera parte en la que se contempla el pensamiento arquitectónico de Lázaro en su intervención en el patrimonio histórico; una segunda, en la que se abordan directamente los proyectos e intervenciones de Lázaro en la pulchra leonina, previa aproximación del citado arquitecto al proceso de restauración que se acometía en dicho templo; y una tercera, en la que se realiza el estudio de las principales intervenciones de restauración que ejecutó en otros edificios del patrimonio arquitectónico español. El presente trabajo de investigación se ha servido de la documentación escrita, gráfica, planimétrica y fotográfica que sobre los temas tratados existe desperdigada en diversos archivos dependientes de distintos organismos oficiales civiles y eclesiásticos. Además, el hecho de haber podido acceder a los trabajos de conservación y restauración que en estos momentos se están llevando a cabo en las zonas en las que intervino Lázaro (vidrieras, rejas, puertas, fábricas, cubiertas, etc.), y el poder intercambiar opiniones y criterios con la persona que actualmente es responsable de las obras de la catedral de León, ha facilitado y complementado el desarrollo de la presente tesis al haber podido contrastar y tomar datos directamente en el monumento objeto de estudio. También se ha llevado a cabo la consulta de las distintas revistas de arquitectura publicadas en aquellos años y de los múltiples libros que versaban sobre los edificios objeto de este trabajo o que guardaban relación con ellos. Asimismo hemos logrado conocer el testimonio de algunos de los herederos de Lázaro y de varios de los descendientes de los operarios que trabajaron bajo sus órdenes. Como conclusiones generales, la tesis define por primera vez los criterios generales que guiaron su quehacer profesional en el patrimonio. Además, en este trabajo se analizan pormenorizadamente los proyectos y actuaciones de Lázaro en la catedral de León, abordándose también en profundidad el trabajo del mencionado arquitecto en el ámbito de la restauración arquitectónica. Para lograr este objetivo, esta tesis no se ha limitado únicamente a analizar la información existente en los proyectos y en los in-formes de supervisión de los mismos, como tradicionalmente se había hecho, sino que también se ha tratado de verificar si los datos contenidos en los diferentes documentos de un mismo proyecto y en los borradores de los mismos tenían relación y coherencia entre sí. Además, se ha procurado realizar el análisis comparativo de la realidad construida con el contenido de los proyectos, liquidaciones y documentos de la fase de ejecución de las obras. Este análisis comparativo no había sido realizado hasta la fecha, siendo este, por tanto, una de las aportaciones del trabajo. Por último, la tesis abre tres vías de investigación futuras (que ya se han tratado y avanzado en parte, pero que escapan a los límites de este trabajo). Estas se refieren al estudio de la evolución de la representación gráfica de los planos de la catedral leonesa catalogados en este trabajo, de la actividad pública de Lázaro y su preocupación por la defensa del patrimonio como diputado en las Cortes, arquitecto municipal de Ávila y arquitecto diocesano de Ávila y Toledo, y de cómo sus actuaciones de restauración en el patrimonio arquitectónico influyeron en los proyectos de obra nueva que construyó. ABSTRACT Due to the state of ruin in mid-nineteenth century, the Cathedral of Santa Maria de Regla of León was subjected to a series of interventions on conservation, restoration and reconstruction that transformed it significantly. There have been several studies on the architects who took part in the restoration during the mentioned century and despite abundant documentation and research on this monument, it is surprising to note the lack of deep analysis in some of the periods. In particular, the interventions accomplished by Juan Bautista Lázaro, as chief architect of the works of the Cathedral of León, have not been documented and analysed in adequate depth, despite the outstanding recognition of his work nationally and internationally. Furthermore, up to date, only the director of this research had conducted a general research of all his architectural work. For these reasons, we felt it was appropriate to elaborate on the life and work of one of the most important architects of the restoration in Spain during that period, not only for his work itself, but also for his significant contribution to the debate on architectural interventions on heritage. He is notable for his respect to historical additions, his preference for not isolating the monuments, his interest in building systems and his continuous desire to re-cover the traditional crafts that were completely lost in the nineteenth century in Spain. The main aim of this thesis is therefore the descriptive and architectural analysis of Lázaro’s projects and interventions developed and executed for the Cathedral of León. The thesis identifies the principles and ideas that guided his work in this temple and establish the criteria for intervention in the historical and artistic heritage architecture he applied after studying its various print publications, projects and restoration works undertaken in other buildings. Accordingly, the thesis is structured in three parts: the first part where it deals Lázaro’s architectural thinking in his interventions on heritage constructions; the second one, in which analyses the projects and interventions carried out by Lazaro in the “pulchra leonina”, but this analysis is preceded by the description of Lázaro’s relationship with the Cathedral of León before taking charge of its restoration in 1892; and the third and final section, in which the study of major restoration interventions implemented by Lázaro in other buildings of Spanish architectural heritage is made. This research has used available documentation (in written or graphic form, plans or photographs) scattered in a diverse range of archives de-pendent on various civil and ecclesiastical institutions. Moreover, we could access the conservation and restoration works, currently being carried out in areas where Lázaro intervened (stained glass windows, forged iron en-closures, gates, doors, masonry, covers, etc.). It has been possible to ex-change views and opinions with the person currently in charge of the referred restoration works which has facilitated and complemented the development of this thesis. It further, it has allowed contrasting and obtaining data directly from the monument under study. Consultation of various architectural journals published in those years has also been taken into account, as well as a diversity of books and articles which concerned the buildings assessed in this work, or related to them. Also, although not with the results expected, it has been obtained the testimony of some of Lázaro’s descendants as well as descendants of the workers who operated under him. As a general conclusion, the thesis defines the general criteria that guided his professional work in the heritage for the first time. Furthermore, Juan Bautista Lázaro’s projects and interventions in the Cathedral of León are analysed in detail. Also, it has been studying in detail the Lazaro’s work in the architectural heritage. To achieve this goal, the thesis has studied not only the information from the official projects and technical reports of them, but also it has been tried to verify if the information contained in the different documents of the same project and in the drafts were related and consistent with each other. In addition, it has been attempted to per-form a comparative analysis of the execution of Lázaro’s projects and the entire projected content. This comparative study had not been done to date and this will be, therefore, one of the main contributions of this re-search. Finally, this thesis opens up three lines of investigation (that have already been discussed and partially advanced, but which fall beyond the scope of this research). These refer to the study of the evolution of the graphical representation of the plans of Leon Cathedral catalogued in this thesis, public activity of Lazaro and his concern for the defence of heritage as deputy in Parliament, municipal architect of Avila, and as diocesan architect Ávila and Toledo, and even more how its restoration actions in architectural heritage influenced his projects of new construction.