Reestructuración productiva y configuración territorial : Pequeña industria metalmecánica en la Ciudad de Córdoba 2002-2012

El desarrollo de esta investigación se conforma como la búsqueda de vinculaciones territoriales a escala urbana en la Ciudad de Córdoba frente a un proceso de carácter global, como es el de la reestructuración productiva. Este concreto real se aborda desde un caso, el de la pequeña industria metalmecánica, que por presencia histórica y peso en el producto bruto geográfico de la ciudad se constituye en uno de los sostenes de la economía urbana. El abordaje del proceso de reestructuración productiva se realiza desde el análisis de las prácticas de los agentes. Por un lado, las del gobierno como agente que regula las relaciones productivas a través de políticas públicas industriales en el marco de un régimen de acumulación capitalista, y por otro lado, las prácticas de las pequeñas industrias metalmecánicas como agentes que se desenvuelven en el procesos de producción en una dialéctica entre las tendencias de producción de reestructuración de escala global y un entorno inmediato de relaciones productivas con otros agentes, procesos de producción, marco regulatorio y políticas públicas. Esta dialéctica se materializa en el territorio y da lugar a una configuración territorial industrial a escala urbana, que no solo se explica por las prácticas de los agentes industriales sino además por el juego de otros agentes que producen territorio. En el período postconvertibilidad a partir del 2002, el crecimiento de las actividades productivas en su conjunto, imprimen una dinámica compleja de expansión urbana y de relaciones entre agentes de distintos sectores, con distintos intereses y poder de actuar en el campo. Aquí se avanza en comprender las dimensiones de la expansión urbana que inciden en la configuración territorial industrial. La configuración territorial como vínculo indisociable entre las prácticas de agentes (sistema de acciones) y la estructura productiva territorial (sistema de objetos) muta permanentemente en el contexto postconvertibilidad debido al intenso dinamismo que adquiere la actividad industrial, entre habitus construidos históricamente y nuevas prácticas, que se encuentran en tensión permanente. Este concreto real va conformando un campo socio económico que discurre entre viejas y nuevas prácticas y configura un territorio fragmentado y disociado. El trabajo parte de la consideración de las políticas públicas industriales y las prácticas específicas de los agentes de las pequeñas industrias para luego analizar a escala urbana la configuración territorial, en donde las dimensiones de la expansión urbana interactúan con la especificidad de las prácticas de los agentes analizados. El cambio paulatino en las políticas destinadas al sector industrial postconvertibilidad manifiesta una presencia cada vez más relevante de PyMEs. No obstante la inercia heredada del periodo anterior revela, en la gestión de las políticas industriales y las prácticas empresarias, un camino caracterizado por la desconfianza e incertidumbre de las pequeñas empresas

Conservation Projects (ConPro) data base from The Nature Conservancy and others about the protected areas with analyzed Conservation Action Plans (CAP) before 2009 (Appendix 1) and after 2009 (Appendix 2)

It is widely recognized that climate change poses significant challenges to the conservation of biodiversity. The need of dealing with relatively rapid and uncertain environmental change calls for the enhancement of adaptive capacity of both biodiversity and conservation management systems. Under the hypothesis that most of the conventional biodiversity conservation tools do not sufficiently stimulate a dynamic protected area management, which takes rapid environmental change into account, we evaluated almost 900 of The Nature Conservancy's site-based conservation action plans. These were elaborated before a so-called climate clinic in 2009, an intensive revision of existing plans and a climate change training of the planning teams. We also compare these results with plans elaborated after the climate clinic. Before 2009, 20% of the CAPs employed the term "climate change" in their description of the site viability, and 45% identified key ecological attributes that are related to climate. 8% of the conservation strategies were directly or indirectly related to climate change adaptation. After 2009, a significantly higher percentage of plans took climate change into account. Our data show that many planning teams face difficulties in integrating climate change in their management and planning. However, technical guidance and concrete training can facilitate management teams learning processes. Arising new tools of adaptive conservation management that explicitly incorporate options for handling future scenarios, vulnerability analyses and risk management into the management process have the potential of further making protected area management more proactive and robust against change.

Bond Modelling of prestressed concrete during the prestressing force release

This paper presents an analytical model for simulating the bond between steel and concrete, in precast prestressed concrete elements, during the prestressing force release. The model establishes a relationship between bond stress, steel and concrete stress and slip in such concrete structures. This relationship allows us to evaluate the bond stress in the transmission zone, where bond stress is not constant, along the whole prestressing force release process. The model is validated with the results of a series of tests and is extended to evaluate the transmission length. This capability has been checked by comparing the transmission length predicted by the model and one measured experimentally in a series of tests.

Bond modelling of prestressed concrete during the prestressing force release

This paper presents an analytical model for simulating the bond between steel and concrete, in precast prestressed concrete elements, during the prestressing force release. The model establishes a relationship between bond stress, steel and concrete stress and slip in such concrete structures. This relationship allows us to evaluate the bond stress in the transmission zone, where bond stress is not constant, along the whole prestressing force release process. The model is validated with the results of a series of tests, considering different steel indentation depths and concrete covers and is extended to evaluate the transmission length. This capability has been checked by comparing the transmission length predicted by the model and one measured experimentally in two series of tests.

Mejoras tecnológicas en el reciclado de residuos de construcción y demolición (RCD)

La tesis doctoral “Mejoras Tecnológicas en el Reciclado de Residuos de Construcción y Demolición (RCD)” investiga la utilización de los separadores hidráulicos para mejorar la calidad de los áridos reciclados, y se demuestra que es un equipo más eficiente que las técnicas actuales basadas en la simple separación por densidad. En la tesisn se ha realizado inicialmente una revisión de la situación del sector, para a continuación centrarse en los sistemas de separación utilizados en las plantas de valorización españolas. Una vez analizados éstos y en particular los de tipo hidráulico, de los que se resume un estudio comparativo, se ha procedido a ensayar a escala de Laboratorio el comportamiento de un separador hidráulico de aceleración diferencial con diversos materiales procedentes de tres plantas de reciclaje. Adicionalmente fueron probadas otras técnicas, como es la separación magnética para mejorar la calidad de los productos reciclados. En vista de los buenos resultados de la investigación, se procede a escalar los ensayos con equipo piloto y distintas composiciones de naturaleza cerámica y hormigón. El equipo utilizado fue un jig de 3´x 1´ en el que se ensayaron las tres muestras con resultados diferentes. La limpieza de los materiales impropios y el yeso fue positiva en las tres muestras, y únicamente la separación entre sí de los componentes pétreos, resultó dependiente de su proporción en la mezcla, obteniéndose los mejores resultados en las muestras con menor cantidad de materiales cerámicos. Finalmente, se procede a analizar en un laboratorio reconocido las propiedades de los áridos reciclados obtenidos en la separación hidráulica por jig, y constatar las mejoras conseguidas para su utilización como materiales de construcción en usos ligados y no ligados. Todo lo anterior permite afirmar que los equipos de separación hidráulica con aceleración diferencial (jig) presentan una innovación tecnológica en el reciclado de los residuos de construcción y demolición (RCD). ABSTRACT The doctoral thesis “Technological Improvements in Recycling of Construction and Demolition Waste (C&DW)” researches the hydraulic separators utilization in order to improve the recycled aggregates quality, demonstrating that the equipment is more efficient than the current techniques based on the simple density separation. This doctoral thesis has been initially done reviewing the situation of the sector and focusing afterwards on the separation systems used at the Spanish recovery facilities. Once analyzed these and, particularly, the hydraulic type ones, from which a comparative study has been summarized, the behavior of a differential acceleration hydraulic separator with various materials coming from three recycling plants has been tested at laboratory scale. Additionally other techniques have been tested, such as the magnetic separation to improve the quality of recycled products. In view of the good investigation results, the testing process scaled up by using pilot equipment and different ceramics and concrete compositions. The equipment utilized was a jig 3” x 1”, in which the three samples were tested with different results. The unsuitable materials and gypsum cleanliness was positive on the three samples and only the separation among the stony components turned out to be dependent of its proportion in the mixing, obtaining the best results in the samples with less quantity of ceramic materials. Finally, the properties of the recycled aggregates obtained by jig hydraulic separation are analyzed at a recognized laboratory and the improvements gained for their utilization as construction materials, in bounded and unbounded uses, are stated. The facts cited are a basis for affirming that the hydraulic separator equipments with differential acceleration (jig) offer a technological innovation in the Recycling of Construction and Demolition Waste (C&DW).

Cohesive-frictional modelling of bond and splitting action of prestressing wire

This work shows a numerical procedure for bond between indented wires and concrete, and the coupled splitting of the concrete. The bond model is an interface, non-associative, plasticity model. It is coupled with a cohesive fracture model for concrete to take into account the splitting of such concrete. The radial component of the prestressing force, increased by Poisson’s effect, may split the surrounding concrete, decreasing the wire confinement and diminishing the bonding. The combined action of the bond and the splitting is studied with the proposed model. The results of the numerical model are compared with the results of a series of tests, such as those which showed splitting induced by the bond between wire and concrete. Tests with different steel indentation depths were performed. The numerical procedure accurately reproduces the experimental records and improves knowledge of this complex process.

An analytical model for simulating the bond of prestressed concrete during the prestressed force release

A bond analytical model is proposed in this paper. The model is capable of reproducing the bond stress developed between the steel and concrete, in precast prestressed elements, during the entire process of prestressing force release. The bond stress developed in the transmission zone, where the bond stress is not constant, is also obtained. The steel and concrete stresses as well as the slip between both materials can be also estimated by means of the relation established in the model between these parameters and the bond stress. The model is validated with the results of a series of tests, considering different steel indentation depths and concrete covers and it is extended to evaluate the transmission length. This has been checked by comparing the transmission length predicted by the model and one measured experimentally in two series of tests.

An analytical model for simulating the bond of prestressed concrete during the prestressed force release

A bond analytical model is proposed in this paper. The model is capable of reproducing the bond stress developed between the steel and concrete, in precast prestressed elements, during the entire process of prestressing force release. The bond stress developed in the transmission zone, where the bond stress is not constant, is also obtained. The steel and concrete stresses as well as the slip between both materials can be also estimated by means of the relation established in the model between these parameters and the bond stress. The model is validated with the results of a series of tests, considering different steel indentation depths and concrete covers and it is extended to evaluate the transmission length. This has been checked by comparing the transmission length predicted by the model and one measured experimentally in two series of tests.

Development and implementation of a virtual laboratory for training process improvement in the mechanics of continuous media

The project arises from the need to develop improved teaching methodologies in field of the mechanics of continuous media. The objective is to offer the student a learning process to acquire the necessary theoretical knowledge, cognitive skills and the responsibility and autonomy to professional development in this area. Traditionally the teaching of the concepts of these subjects was performed through lectures and laboratory practice. During these lessons the students attitude was usually passive, and therefore their effectiveness was poor. The proposed methodology has already been successfully employed in universities like University Bochum, Germany, University the South Australia and aims to improve the effectiveness of knowledge acquisition through use by the student of a virtual laboratory. This laboratory allows to adapt the curricula and learning techniques to the European Higher Education and improve current learning processes in the University School of Public Works Engineers -EUITOP- of the Technical University of Madrid -UPM-, due there are not laboratories in this specialization. The virtual space is created using a software platform built on OpenSim, manages 3D virtual worlds, and, language LSL -Linden Scripting Language-, which imprints specific powers to objects. The student or user can access this virtual world through their avatar -your character in the virtual world- and can perform practices within the space created for the purpose, at any time, just with computer with internet access and viewfinder. The virtual laboratory has three partitions. The virtual meeting rooms, where the avatar can interact with peers, solve problems and exchange existing documentation in the virtual library. The interactive game room, where the avatar is has to resolve a number of issues in time. And the video room where students can watch instructional videos and receive group lessons. Each audiovisual interactive element is accompanied by explanations framing it within the area of knowledge and enables students to begin to acquire a vocabulary and practice of the profession for which they are being formed. Plane elasticity concepts are introduced from the tension and compression testing of test pieces of steel and concrete. The behavior of reticulated and articulated structures is reinforced by some interactive games and concepts of tension, compression, local and global buckling will by tests to break articulated structures. Pure bending concepts, simple and composite torsion will be studied by observing a flexible specimen. Earthquake resistant design of buildings will be checked by a laboratory test video.

Modelling of chloride transport in non-saturated concrete : from microscale to macroscale

A model for chloride transport in concrete is proposed. The model accounts for transport several transport mechanisms such as diffusion, advection, migration, etc. This work shows the chloride transport equations at the macroscopic scale in non-saturated concrete. The equations involve diffusion, migration, capillary suction, chloride combination and precipitation mechanisms. The material is assumed to be infinitely rigid, though the porosity can change under influence of chloride binding and precipitation. The involved microscopic and macroscopic properties of the materials are measured by standardized methods. The variables which must be imposed on the boundaries are temperature, relative humidity and chloride concentration. The output data of the model are the free, bound, precipitated and total chloride ion concentrations, as well as the pore solution content and the porosity. The proposed equations are solved by means of the finite element method (FEM) implemented in MATLAB (classical Galerkin formulation and the streamline upwind Petrov-Galerkin (SUPG) method to avoid spatial instabilities for advection dominated flows).

Study of concrete cracking during accelerated corrosion tests in reinforced concrete

Cracking of reinforced concrete can occur in certain environments due to rebar corrosion. The oxide layer growing around the bars introduces a pressure which may be enough to lead to the fracture of concrete. To study such an effect, the results of accelerated corrosion tests and finite ele- ment simulations are combined in this work. In previous works, a numerical model for the expansive layer, called expansive joint element , was programmed by the authors to reproduce the effect of the oxide over the concrete. In that model, the expansion of the oxide layer in stress free conditions is simulated as an uniform expansion perpendicular to the steel surface. The cracking of concrete is simulated by means of finite elements with an embedded adaptable cohesive crack that follow the standard cohesive model. In the present work, further accelerated tests with imposed constant cur- rent have been carried out on the same type of specimens tested in previous works (with an embedded steel tube), while measuring, among other things, the main-crack mouth opening. Then, the tests have been numerically simulated using the expansive joint element and the tube as the corroding electrode (rather than a bar). As a result of the comparison of numerical and experimental results, both for the crack mouth opening and the crack pattern, new insight is gained into the behavior of the oxide layer. In particular, quantitative assessment of the oxide expansion relation is deduced from the ex- periments, and a narrower interval for the shear stiffness of the oxide layer is obtained, which could not be achieved using bars as the corroding element, because in that case the numerical results were insensitive to the shear stiffness of the oxide layer within many orders of magnitude

Finite element simulation of sandwich panels of plasterboard and rock wool under mixed mode fracture

This paper presents the results of research on mixed mode fracture of sandwich panels of plasterboard and rock wool. The experimental data of the performed tests are supplied. The specimens were made from commercial panels. Asymmetrical three-point bending tests were performed on notched specimens. Three sizes of geometrically similar specimens were tested for studying the size effect. The paper also includes the numerical simulation of the experimental results by using an embedded cohesive crack model.The involved parameters for modelling are previously measured by standardised tests.

Cover cracking of the reinforced concrete due to rebar corrosion induced by chloride penetration

Este artículo estudia el proceso de fisuración del hormigón por corrosión de la armadura. Se presenta un modelo de transporte de cloruros en el hormigón, que contempla la no-linealidad de los coeficientes de difusión, las isotermas de absorción y el fenómeno de convección. A partir de los resultados de penetración de cloruros, se establece la corrosión de la armadura con la consiguiente expansión radial. La fisuración del hormigón se estudia con un modelo de fisura embebida. Los dos modelos (iniciación y propagación) se incorporan en un programa de elementos finitos. El modelo se contrasta con resultados experimentales, obteniéndose un buen ajuste. Una de las dificultades es establecer el umbral de concentración de cloruros que da lugar al inicio de la corrosión de la armadura.This paper is focused on the chloride-induced corrosion of the rebar in RC. A comprehensive model for the chloride ingress into concrete is presented, with special attention to non-linear diffusion coefficients, chloride binding isotherms and convection phenomena. Based on the results of chloride diffusion, subsequent active corrosion is assumed and the radial expansion of the corroded reinforcement reproduced. For cracking simulation, the Strong Discontinuity Approach is applied. Both models (initiation and propagation corrosion stages) are incorporated in the same finite element program and chained. Comparisons with experimental results are carried out, with reasonably good agreements being obtained, especially for cracking patterns. Major limitations refer to difficulties to establish precise levels of basic data such as the chloride ion content at concrete surface, the chloride threshold concentration that triggers active corrosion, the rate of oxide production or the rust mechanical properties.

Fracture of concrete structural members subjected to blast

If reinforced concrete structures are to be safe under extreme impulsive loadings such as explosions, a broad understanding of the fracture mechanics of concrete under such events is needed. Most buildings and infrastructures which are likely to be subjected to terrorist attacks are borne by a reinforced concrete (RC) structure. Up to some years ago, the traditional method used to study the ability of RC structures to withstand explosions consisted on a choice between handmade calculations, affordable but inaccurate and unreliable, and full scale experimental tests involving explosions, expensive and not available for many civil institutions. In this context, during the last years numerical simulations have arisen as the most effective method to analyze structures under such events. However, for accurate numerical simulations, reliable constitutive models are needed. Assuming that failure of concrete elements subjected to blast is primarily governed by the tensile behavior, a constitutive model has been built that accounts only for failure under tension while it behaves as elastic without failure under compression. Failure under tension is based on the Cohesive Crack Model. Moreover, the constitutive model has been used to simulate the experimental structural response of reinforced concrete slabs subjected to blast. The results of the numerical simulations with the aforementioned constitutive model show its ability of representing accurately the structural response of the RC elements under study. The simplicity of the model, which does not account for failure under compression, as already mentioned, confirms that the ability of reinforced concrete structures to withstand blast loads is primarily governed by tensile strength.

Idas y venidas. Los viajes de arquitectura en España entre 1920 y 1960

Esta tesis se propone indagar en las vias por las que la arquitectura española cambió en el periodo comprendido entre 1920 y 1960 y el papel que los viajes tuvieron en dicho cambio. La investigación busca demostrar que, junto a otros factores como la llegada de revistas y libros y las conferencias de arquitectos de la talla de Le Corbusier, Gropius, Mendelsohn, Neutra o Aalto, los viajes tuvieron un papel clave en el proceso de apertura de miras y que provocó que, bien a traves de lo publicado en las revistas por los “arquitectos viajeros” o por el reflejo que tuvo lo conocido fuera de nuestras fronteras en proyectos y obras concretas, un buen numero de arquitectos, que no tuvieron la posibilidad de viajar, pudieron conocer que existía una realidad muy distinta a la que los profesores en la Escuela les habían enseñado o a la que estaban acostumbrados a ver en otros arquitectos de generaciones anteriores basada, en buena medida, en la recuperación de un estilo propio nacional centrandose en los historicismos. A lo largo de la investigación trataremos de ver que efecto produjo la apertura de fronteras y que papel tuvieron los viajes en dicho proceso. También nos centraremos en comprobar hasta qué punto cambió la manera de ver la arquitectura de los protagonistas del viaje y de aquellos que recibieron la información por ellos encontrada. Veremos cómo dicha información es cuantificable, clasificable y demostrable en propuestas concretas. Será importante ver que motivó su salida, que buscaban y que encontraron así como, entre las influencias recibidas, cuales tuvieron un mayor calado: las propuestas europeas o las americanas, y dentro de las primeras, las holandesas, las alemanas o las francesas. Los objetivos que se persigue conseguir son: contribuir a un mayor conocimiento de la arquitectura entre 1920 y 1960 a través de las conexiones internacionales y el ensanchamiento de horizontes, recopilar, clasificar y analizar todo el material obtenido relacionando los viajes con las biografías de los arquitectos protagonistas, estudiar qué interesa a los arquitectos españoles cuando van fuera y porqué (será importante ver quiénes de entre los arquitectos son más abiertos a las corrientes europeas y que motivó su salida en busca de nuevos lenguajes), ordenar las reflexiones que exponen los arquitectos a la vuelta de sus viajes y ver en que propuestas y de qué forma los arquitectos plasman lo encontrado en su búsqueda en el extranjero. Para conseguir estos objetivos estructuraremos la investigación en tres bloques: En el primero de ellos nos centraremos en profundizar como era la arquitectura española a principios del siglo XX. Para poder entender mejor las transformaciones que los viajes provocaron será necesario conocer cuál era la arquitectura predominante en estos años que, como veremos, consistía en la búsqueda de un estilo nacional propio dirigiendo su mirada al pasado. También veremos cómo un grupo de arquitectos (Palacios, Flórez, Torres Balbás o Anasagasti) fueron pioneros en el deseo de mirar fuera de nuestras fronteras así como dedicaremos especial atención a cómo era la formación en la Escuela. El segundo capítulo, que abarca desde principios de los años 20 hasta la Guerra Civil, tratará de demostrar la importancia que tuvo en el proceso de permeabilidad frente a las corrientes extranjeras los viajes que los arquitectos realizaron y que, sumados a la llegada de revistas y las visitas de los principales arquitectos modernos, provocaron una primera apertura como respuesta a los historicismos predominantes. Entre los arquitectos viajeros destacaremos las figuras de Fernando García Mercadal (incidiendo en su importancia como difusor de la arquitectura moderna), Rafael Bergamín, Ramón Sánchez Arcas y Luis Lacasa. También nos detendremos en ver la importancia que tuvieron las exposiciones (con especial atención a la de Artes Decorativas de París de 1925 y la de la Deutscher Werkbund en Stuttgart en 1927) que se realizaron estos años y como llegó la información a nuestro país. El tercer y último capítulo arranca con el periodo de posguerra, una época de transición pues los viajes que se realizaron fueron escasos y en la mayoría de las ocasiones no se llevaron a cabo en busca de nuevos caminos. Veremos cómo tras la Guerra y de la mano de la dictadura se produce, de la misma forma que en la Alemania nazi, una vuelta al interés por los historicismos de principios de siglo. Para entender mejor este periodo haremos un repaso a la obra de Luis Gutiérrez Soto por ser explicativa de lo cambiante de las corrientes arquitectónicas de estos años. Tras el análisis de los sucedido en posguerra nos dedicaremos a analizar, de la misma forma que en el primer periodo, la manera en que se produjo el rechazo al estilo nacional de nuevo gracias a la llegada de libros y revistas, lo publicado por las revistas españolas, las visitas de arquitectos de prestigio así como los viajes de un grupo de arquitectos que, de manera individual, salieron al extranjero en busca de apoyo, de referencias en los que cimentar su arquitectura. De este grupo, por la importancia que los propios protagonistas dieron al hecho de viajar como complemento a su formación y por la manera en la que reflejaron lo aprendido en proyectos concretos destacamos a Francisco de Asís Cabrero, Miguel Fisac, Ramón Vázquez Molezún y Francisco Javier Sáenz de Oiza. De nuevo, igual que en el primer capítulo finalizaremos la investigación dedicando un apartado a las exposiciones (fundamentalmente la Interbau de Berlín de 1957) celebradas en estos años. Para finalizar estableceremos las conclusiones que nos llevarán a comprobar hasta qué punto la arquitectura española en los periodos previo y posterior a la guerra cambió y en qué medida tuvieron importancia los viajes que los arquitectos españoles realizaron al extranjero en dicho cambio… ABSTRACT This thesis aims to look at the ways which Spanish architecture changed in the period between 1920 and 1960, and the way it was effected by travelling . The research will demonstrate that, together with other factors, such as the arrival of magazines, books, conferences and architects like Le Corbusier, Gropius, Mendelsohn, Neutra or Aalto, travelling played a key role in architecture. Also, it changed the way we look at architecture. Travelling, thanks to the published journals by "travelling architects” and the influence that they had - known beyond our borders in projects and concrete works, caused the arrival of a new type of architects. Even those who were not able to travel, knew that there was a very different reality than the reality the teachers at the school had taught them. Also, the “new reality” was different from the one that they were used to seeing in other architects of earlier generations, based mainly on the recovery of a national style focused on historicism. Throughout the investigation I will try to show the effect that the opening of borders and travelling had on this process. We will also focus on checking how it changed the way we see the architecture, from the point of view of the protagonists of the travels and those who received the information . We will see how that information is quantifiable and demonstrably classifiable into concrete proposals. It will be important to see which led to their departure. They sought and found among the influences, which had a major impact: the proposed European or American, and within the first, Dutch, German or French. The objectives to be achieved are: To contribute to a better understanding of architecture between 1920 to 1960 by the international connections, and widening the horizon. To collect, classify and analyze all obtained materials related to travelling with biographies of architects protagonists. To study what the interests of the Spanish architects were when they went abroad and why ( it will be important to see who among those architects were more open to European trends and prompted their departures for new languages). To order reflections exhibited by architects around his travels and to see what proposals and how architects reflected what they found in their search abroad. To achieve these objectives we will structure this research in three areas: In the first one, we will focus on how the Spanish architecture in the early twentieth century was. To better understand the changes that travelling caused it is necessary to understand that the predominant architecture in these years was in pursuit of its own national style, directing its gaze to the past, like we shall see. We will also see how a group of architects (Palacios, Flórez, Torres Balbás or Anasagasti) pioneered by looking beyond our borders and devote special attention to how the training was in the School. The second chapter, ranging from early 20s to the Civil War, will try to demonstrate the importance that travelling had in the process of diffusion currents. That, together with the arrival of magazines and visits by leading modern architects, led to a first opening in architecture, in response to the prevailing historicism. Among the travelers we highlight architects like Fernando García Mercadal (stressing his importance as a disseminator of modern architecture), Rafael Bergamín, Ramón Sánchez Arcas and Luis Lacasa. We will also stop to see the importance of exhibitions (with special attention to the Decorative Arts in Paris in 1925 and the Deutscher Werkbund in Stuttgart in 1927) that were held over the years and how the information came to our country . The third and final chapter starts with the post war period, a time of transition for the travels, which were scarce and in most cases were not conducted on new roads. We will see that after the war and with the dictatorship, a return to interest in historicism of the century occurred, just as in Nazi Germany. For better understanding of this period we will review the work of Luis Gutiérrez Soto. His work is explanatory of the changing of architectural trends over these years. After analyzing the case in post war, we turn to analyze, in the same way as in the first period, the manner in which rejection occurred in national style again with the arrival of books and magazines. Visits by prestigious architects and group travels of architects who, individually, went abroad in search of support, references on which to base their architecture. In this group of architects, due to the importance that the protagonists gave to the act of traveling to improve their training and the way in which they reflected what they learned in practical projects, I include Francisco de Asís Cabrero, Miguel Fisac, Ramon Vazquez Molezún and Francisco Javier Saenz de Oiza. Again, as in the first chapter, we will conclude the investigation dedicating a section to the exhibitions held in these years (mainly Interbau Berlin, 1957). Finally establishing conclusions lead us to see how far the Spanish architecture in the pre- and post -war periods changed and how much the trips were important to Spanish architects who performed abroad on the change...