Pounding force assessment in performance-based design of bridges

Bridges with deck supported on either sliding or elastomeric bearings are very common in mid-seismicity regions. Their main seismic vulnerabilities are related to the pounding of the deck against abutments or between the different deck elements. A simplified model of the longitudinal behavior of those bridges will allow to characterize the reaction forces developed during pounding using the Pacific Earthquake Engineering Research Center framework formula. In order to ensure the general applicability of the results obtained, a large number of system parameter combinations will be considered. The heart of the formula is the identification of suitable intermediate variables. First, the pseudo acceleration spectral value for the fundamental period of the system (Sa(Ts)) will be used as an intensity measure (IM). This IM will result in a very large non-explained variability of the engineering demand parameter. A portion of this variability will be proved to be related to the relative content of high-frequency energy in the input motion. Two vector-valued IMs including a second parameter taking this energy content into account will then be considered. For both of them, a suitable form for the conditional intensity dependence of the response will be obtained. The question of which one to choose will also be analyzed. Finally, additional issues related to the IM will be studied: its applicability to pulse-type records, the validity of scaling records and the sufficiency of the IM.

Application of the agency theory for the analysis of performance-based mechanisms in road management

El WCTR es un congreso de reconocido prestigio internacional en el ámbito de la investigación del transporte, y aunque las actas publicadas están en formato digital y sin ISSN ni ISBN, lo consideramos lo suficientemente importante como para que se considere en los indicadores. This paper develops a model based on agency theory to analyze road management systems (under the different contract forms available today) that employ a mechanism of performance indicators to establish the payment of the agent. The base assumption is that of asymmetric information between the principal (Public Authorities) and the agent (contractor) and the risk aversion of this latter. It is assumed that the principal may only measure the agent?s performance indirectly and by means of certain performance indicators that may be verified by the authorities. In this model there is presumed to be a relation between the efforts made by the agent and the performance level measured by the corresponding indicators, though it is also considered that there may be dispersion between both variables that gives rise to a certain degree of randomness in the contract. An analysis of the optimal contract has been made on the basis of this model and in accordance with a series of parameters that characterize the economic environment and the particular conditions of road infrastructure. As a result of the analysis made, it is considered that an optimal contract should generally combine a fixed component and a payment in accordance with the performance level obtained. The higher the risk aversion of the agent and the greater the marginal cost of public funds, the lower the impact of this performance-based payment. By way of conclusion, the system of performance indicators should be as broad as possible but should not overweight those indicators that encompass greater randomness in their results.

Seismic soil-interaction on earth retaining structures. Performance-based seismic design of a Retaining Wall

The design of containment walls suffering seismic loads traditionally has been realized with methods based on pseudoanalitic procedures such as Mononobe- Okabe's method, which it has led in certain occasions to insecure designs, that they have produced the ruin of many containment walls suffering the action of an earthquake. A method is proposed in this papers for the design of containment walls in different soils, suffering to the action of an earthquake, based on the Performance-Based Seismic Design.

Performance-based seismic design of a retaining wall

The design of containment walls suffering seismic loads traditionally has been realized with methods based on pseudoanalitic procedures such as Mononobe-Okabe's method, which it has led in certain occasions to insecure designs, that they have produced the ruin of many containment walls suffering the action of an earthquake. The recommendations gathered in Mononobe-Okabe's theory have been included in numerous Codes of Seismic Design. It is clear that a revision of these recommendations must be done. At present there is taking place an important review of the design methods of anti-seismic structures such as containment walls placed in an area of numerous earthquakes, by means of the introduction at the beginning of the decade of 1990 the Displacement Response Spectrum (DRS) and the Capacity Demand Diagram (CDD) that suppose an important change in the way of presenting the Elastic Response Spectrum (ERS). On the other hand in case of action of an earthquake, the dynamic characteristics of a soil have been referred traditionally to the speed of the shear waves that can be generated in a site, together with the characteristics of plasticity and damping of the soil. The Principle of the energy conservation explains why a shear upward propagating seismic wave can be amplified when travelling from a medium with high shear wave velocity (rock) to other medium with lower velocity (soil deposit), as it happened in the earthquake of Mexico of 1985. This amplification is a function of the speed gradient or of the contrast of impedances in the border of both types of mediums. A method is proposed in this paper for the design of containment walls in different soils, suffering to the action of an earthquake, based on the Performance-Based Seismic Design.

Emergency management in the highways of the future. A performance-based multilayered ITS architecture design proposal

Emergency management is one of the key aspects within the day-to-day operation procedures in a highway. Efficiency in the overall response in case of an incident is paramount in reducing the consequences of any incident. However, the approach of highway operators to the issue of incident management is still usually far from a systematic, standardized way. This paper attempts to address the issue and provide several hints on why this happens, and a proposal on how the situation could be overcome. An introduction to a performance based approach to a general system specification will be described, and then applied to a particular road emergency management task. A real testbed has been implemented to show the validity of the proposed approach. Ad-hoc sensors (one camera and one laser scanner) were efficiently deployed to acquire data, and advanced fusion techniques applied at the processing stage to reach the specific user requirements in terms of functionality, flexibility and accuracy.

Implementation of safety based incentives in Public Private Partnerships (PPPs): an empirical analysis for the case of Spain

Public Private Partnerships (PPPs) are mostly implemented to circumvent budgetary constraints, and to encourage efficiency and quality in the provision of public infrastructure in order to reach social welfare. One of the ways of reaching the latter objective is by the introduction of performance based standards tied to bonuses and penalties to reward or punish the performance of the contractor. This paper focuses on the implementation of safety based incentives in PPPs in such a way that the better the safety outcome the greater larger will be the economic reward to the contractor. The main aim of this paper is to identify whether the incentives to improve road safety in PPPs are ultimately effective in improving safety ratios in Spain. To that end, Poisson and negative binomial regression models have been applied using information of motorways of the Spanish network of 2006. The findings indicate that even though road safety is highly influenced by variables that are not much controllable by the contractor such as the Average Annual Daily Traffic and the percentage of heavy vehicles, the implementation of safety incentives in PPPs has a positive influence in the reduction of fatalities, injuries and accidents.

Counting Highly Cited Papers for University Research Assessment: Conceptual and Technical Issues

A Kuhnian approach to research assessment requires us to consider that the important scientific breakthroughs that drive scientific progress are infrequent and that the progress of science does not depend on normal research. Consequently, indicators of research performance based on the total number of papers do not accurately measure scientific progress. Similarly, those universities with the best reputations in terms of scientific progress differ widely from other universities in terms of the scale of investments made in research and in the higher concentrations of outstanding scientists present, but less so in terms of the total number of papers or citations. This study argues that indicators for the 1% high-citation tail of the citation distribution reveal the contribution of universities to the progress of science and provide quantifiable justification for the large investments in research made by elite research universities. In this tail, which follows a power low, the number of the less frequent and highly cited important breakthroughs can be predicted from the frequencies of papers in the upper part of the tail. This study quantifies the false impression of excellence produced by multinational papers, and by other types of papers that do not contribute to the progress of science. Many of these papers are concentrated in and dominate lists of highly cited papers, especially in lower-ranked universities. The h-index obscures the differences between higher- and lower-ranked universities because the proportion of h-core papers in the 1% high-citation tail is not proportional to the value of the h-index.

Student academic performance stochastic simulator based on the Monte Carlo method

In this paper, a computer-based tool is developed to analyze student performance along a given curriculum. The proposed software makes use of historical data to compute passing/failing probabilities and simulates future student academic performance based on stochastic programming methods (MonteCarlo) according to the specific university regulations. This allows to compute the academic performance rates for the specific subjects of the curriculum for each semester, as well as the overall rates (the set of subjects in the semester), which are the efficiency rate and the success rate. Additionally, we compute the rates for the Bachelors degree, which are the graduation rate measured as the percentage of students who finish as scheduled or taking an extra year and the efficiency rate (measured as the percentage of credits of the curriculum with respect to the credits really taken). In Spain, these metrics have been defined by the National Quality Evaluation and Accreditation Agency (ANECA). Moreover, the sensitivity of the performance metrics to some of the parameters of the simulator is analyzed using statistical tools (Design of Experiments). The simulator has been adapted to the curriculum characteristics of the Bachelor in Engineering Technologies at the Technical University of Madrid(UPM).

Performance of UV-enhanced PMMA fresnel lenses and impact on LCOE

Tiny increases in the transmittance of optical materials within a CPV module can have an important impact on the economy of a plant. This is certainly true in systems comprising multi-junction solar cells, whose high performance, based on a balanced photocurrent generation among the series-connected junctions, is very sensitive to spectrum variations. Every efficiency point gained causes not only an increase in the kilowatts hour produced, but a higher benefit on it, since the difference between electricity tariff and Levelized Cost of Electricity (LCOE) rises. This work studies the impact on the LCOE of a plant based on modules comprising PMMA lenses of two different types, standard UV blocking grade which is normally used for outdoor applications at high DNI climate and a specialty stabilized UV-enhanced transmittance acrylic (see Figure 1). Energy production will be compared for these two systems throughout the year at different sites to analyze when (season, time of the day) and where the usage of the enhanced PMMA is justified.

Design, development and construction of an outdoor testing facility for semi-transparent photovoltaic modules

Building-integrated Photovoltaics (BIPV) is one of the most promising technologies enabling buildings to generate on-site part of their electricity needs while performing architectural functionalities. A clear example of BIPV products consists of semi-transparent photovoltaic modules (STPV), designed to replace the conventional glazing solutions in building façades. Accordingly, the active building envelope is required to perform multiple requirements such as provide solar shading to avoid overheating, supply solar gains and thermal insulation to reduce heat loads and improve daylight utilization. To date, various studies into STPV systems have focused on their energy performance based on existing simulation programs, or on the modelling, normally validated by limited experimental data, of the STPV modules thermal behaviour. Taking into account that very limited experimental research has been conducted on the energy performance of STPV elements and that the characterization in real operation conditions is necessary to promote an energetically efficient integration of this technology in the building envelope, an outdoor testing facility has been designed, developed and built at the Solar Energy Institute of the Technical University of Madrid. In this work, the methodology used in the definition of the testing facility, its capability and limitations are presented and discussed.

Seismic performance and damage evaluation of a reinforced concrete frame with hysteretic dampers through shake-table tests

Passive energy dissipation devices are increasingly implemented in frame structures to improve their performance under seismic loading. Most guidelines for designing this type of system retain the requirements applicable to frames without dampers, and this hinders taking full advantage of the benefits of implementing dampers. Further, assessing the extent of damage suffered by the frame and by the dampers for different levels of seismic hazard is of paramount importance in the framework of performance-based design. This paper presents an experimental investigation whose objectives are to provide empirical data on the response of reinforced concrete (RC) frames equipped with hysteretic dampers (dynamic response and damage) and to evaluate the need for the frame to form a strong column-weak beam mechanism and dissipate large amounts of plastic strain energy. To this end, shake-table tests were conducted on a 2/5-scale RC frame with hysteretic dampers. The frame was designed only for gravitational loads. The dampers provided lateral strength and stiffness, respectively, three and 12 times greater than those of the frame. The test structure was subjected to a sequence of seismic simulations that represented different levels of seismic hazard. The RC frame showed a performance level of "immediate occupancy", with maximum rotation demands below 20% of the ultimate capacity. The dampers dissipated most of the energy input by the earthquake. It is shown that combining hysteretic dampers with flexible reinforced concrete frames leads to structures with improved seismic performance and that requirements of conventional RC frames (without dampers) can be relieved.

Optimización del método de ensayo del péndulo de fricción para la evaluación del riesgo de deslizamiento en pavimentos pulidos

El riesgo de caída por deslizamiento en los edificios es un riesgo muy importante ya que supone numerosas muertes, perdida de días laborales y secuelas, así como importantes costes económicos. Se trata de accidentes difíciles de predecir debido al número de factores que intervienen para que se produzcan, muchos de los cuales son difícilmente controlables, como el calzado del usuario o su comportamiento. Para evitar un resbalón es necesario que la fricción del conjunto pavimento/calzado/contaminante supere el coeficiente de fricción requerido para la estabilidad y que depende de la forma de caminar, la longitud del paso, etc. Por ello, es necesario medir la contribución del pavimento al riesgo de deslizamiento y limitarla adecuadamente. A lo largo de la historia reciente se han diseñado y desarrollado multitud de aparatos con la intención de medir esta contribución en la forma de coeficientes de fricción —dinámicos, estáticos, de transición— sin llegar a un acuerdo sobre cuál es el método más apropiado. La reglamentación española de edificación, que ha sufrido un importante cambio recientemente con la adopción de un nuevo código basado en prestaciones, ha sido innovadora en este campo introduciendo por primera vez una medida contrastable de la contribución del pavimento al riesgo de deslizamiento mediante el ensayo del péndulo de fricción en húmedo. Sin embargo, el desacuerdo a nivel europeo sobre un ensayo único y las limitaciones en las normas de ensayo existentes derivadas de esta falta de consenso, han sido la causa de que la solución aportada por el Código Técnico de la Edificación (CTE) se cimentara en normas que no contemplaban todas las modalidades de ensayo. Esto ha generado algunos problemas de aplicación que han afectado fundamentalmente a los pavimentos pulidos, que han visto prácticamente vetada su utilización en los edificios incluso en las zonas donde, por no existir presencia de agua, el riesgo es menor. El objetivo de esta tesis es analizar estos problemas de aplicación, ligados al ensayo del péndulo de fricción, y tratar de resolverlos optimizando el procedimiento de ensayo empleado, modificando sus condiciones, para representar de forma mucho más adecuada el riesgo que se pretende limitar. Para ello se ha estudiado de forma exhaustiva la literatura científica y las normas y reglamentaciones, tanto españolas como extranjeras. Se han detectado los posibles problemas que podría plantear la introducción del ensayo del péndulo de fricción en seco y se ha diseñado una campaña de ensayos, tanto de coeficiente de fricción con el péndulo, como de la rugosidad superficial, para confirmarlos o desecharlos. El análisis de los resultados de la campaña de ensayos ha permitido validar la modalidad de ensayo planteada y proponer una medida complementaria de la rugosidad superficial que resulte útil para facilitar la evaluación de este riesgo no poco importante. Los resultados de esta tesis han permitido desarrollar una modificación del CTE de próxima aparición y un documento de apoyo que ya la adelanta, y con ello, resolver el problema de aplicación del CTE a los pavimentos pulidos. ABSTRACT Slipping accidents in building environments are a serious problem involving numerous fatal accidents, loss of work days, incapacity and great costs. Prediction of such accidents is difficult due to the number of factors involved, many of which are not controllable, like footwear or users behavior. To prevent a slip the coefficient of friction provided by the combination floor-footwear-contaminant must be greater than the required coefficient of friction for stability, that depends on the step length and the walking speed among other factors. It is then necessary to measure the contribution of the floor to the slipping risk so it can be limited to an adequate extent. In the recent history many apparatuses have been developed in order to measure this contribution in the form of friction coefficients —dynamic, static or even transition COFs— but none of them seems to be internationally accepted as sufficiently valid. The Spanish Building Code, which has recently undergone a big change to a performance based code, has been innovative in this area, introducing for the first time a measurement of this contribution by means of the friction pendulum test. However, due to the European disagreement about an unique test for slip resistance, and to the limitations of the European standards derived from it, the Spanish Building Code relies on standards that do not take into account all possible methods. As a consequence, smooth floors have been seriously affected and cannot be installed in almost any place, not even in dry areas where the risk of slipping is much lower. The aim of this research is to analyze these problems associated with the pendulum test and resolve them proposing some changes to the test conditions in order to represent in a proper manner the real risk that is to be considered: the slip in dry conditions. Relevant scientific literature has been studied as well as Spanish and foreign codes and standards. Potential problems of the pendulum test in dry conditions have been detected and an experiment has been designed to confirm or discard them, testing both friction coefficient and surface roughness. The results of the experiment have permitted to validate the pendulum test in dry conditions and to suggest a complementary measurement of the surface roughness to help evaluate the slip resistance of a floor. These results have also permitted to develop an amendment to the building code that will appear soon. In the meanwhile it has been included in a support document issued by the administration to resolve this urgent problem.

El nuevo escenario global y un modelo de negocio para la industria naval militar del 2025

Los retos y oportunidades a los que se enfrentan las organizaciones y administraciones de las primeras décadas del siglo XXI se caracterizan por una serie de fuerzas perturbadoras como la globalización, el avance de las tecnologías emergentes y el desequilibrio económico, que están actuando como impulsores de la transformación del mercado. La acción conjunta de estos factores está obligando a todas las empresas industriales a tener que trabajar con mayores y más exigentes niveles de productividad planteándose continuamente como mejorar y lograr satisfacer los requerimientos de los clientes. De esta situación surge la necesidad de volver a plantearse de nuevo ¿quién es el cliente?, ¿qué valora el cliente? y ¿cómo se pueden generan beneficios sostenibles? La aplicación de esta reflexión a la industria naval militar marca los objetivos a los que esta tesis doctoral busca dar respuesta. El primer objetivo, de carácter general, consiste en la definición de un modelo de negocio sostenible para la industria naval militar del 2025 que se adapte a los requisitos del cliente y al nuevo escenario político, económico, social, tecnológico y ambiental que rodea esta industria. El segundo objetivo, consecuencia del modelo general, trata de desarrollar una metodología para ejecutar programas de apoyo al ciclo de vida del “buque militar”. La investigación se estructura en cuatro partes: en la primera se justifica, por un lado, la necesidad del cambio de modelo y por otro se identifican los factores estructurantes para la definición del modelo. La segunda parte revisa la literatura existente sobre uno de los aspectos básicos para el nuevo modelo, el concepto Producto-Servicio. La tercera parte se centra totalmente en la industria naval militar estudiando los aspectos concretos del sector y, en base al trabajo de campo realizado, se identifican los puntos que más valoran las Marinas de Guerra y como estas gestionan al buque militar durante todo su ciclo de vida. Por último se presentan los principios del modelo propuesto y se desarrollan los pilares básicos para la ejecución de proyectos de Apoyo al Ciclo de Vida (ACV). Como resultado de la investigación, el modelo propuesto para la industria naval militar se fundamenta en once principios: 1. El buque militar (producto de alto valor añadido) debe ser diseñado y construido en un astillero del país que desarrolla el programa de defensa. 2. El diseño tiene que estar orientado al valor para el cliente, es decir, se tiene que diseñar el buque militar para que cumpla su misión, eficaz y eficientemente, durante toda su vida operativa, asegurando la seguridad del buque y de las personas y protegiendo el medio ambiente de acuerdo con las regulaciones vigentes. 3. La empresa debe suministrar soluciones integrales de apoyo al ciclo de vida al producto. 4. Desarrollar y mantener las capacidades de integración de sistemas complejos para todo el ciclo de vida del buque militar. 5. Incorporar las tecnologías digitales al producto, a los procesos, a las personas y al propio modelo de negocio. 6. Desarrollar planes de actuación con el cliente domestico a largo plazo. Estos planes tienen que estar basados en tres premisas: (i) deben incluir el ciclo de vida completo, desde la fase de investigación y desarrollo hasta la retirada del buque del servicio; (ii) la demanda debe ser sofisticada, es decir las exigencias del cliente, tanto desde la óptica de producto como de eficiencia, “tiran” del contratista y (iii) permitir el mantenimiento del nivel tecnológico y de las capacidades industriales de la compañía a futuro y posicionarla para que pueda competir en el mercado de exportación. 7. Impulsar el sector militar de exportación mediante una mayor actividad comercial a nivel internacional. 8. Fomentar la multilocalización ya que representa una oportunidad de crecimiento y favorece la exportación posibilitando el suministro de soluciones integrales en el país destino. 9. Reforzar la diplomacia institucional como palanca para la exportación. 10. Potenciar el liderazgo tecnológico tanto en producto como en procesos con políticas activas de I + D+ i. 11. Reforzar la capacidad de financiación con soluciones innovadoras. El segundo objetivo de esta tesis se centra en el desarrollo de soluciones integrales de Apoyo al Ciclo de Vida (ACV). La metodología planteada trata de minimizar la brecha entre capacidades y necesidades a lo largo de la vida operativa del barco. Es decir, el objetivo principal de los programas de ACV es que la unidad conserve durante toda su vida operativa, en términos relativos a las tecnologías existentes, las capacidades equivalentes a las que tendrá cuando entre en servicio. Los ejes de actuación para conseguir que un programa de Apoyo al Ciclo de Vida cumpla su objetivo son: el diseño orientado al valor, la ingeniería de Apoyo al Ciclo de Vida, los proyectos de refresco de tecnología, el mantenimiento Inteligente y los contratos basados en prestaciones. ABSTRACT On the first decades of the 21st century, organizations and administrations face challenges and come across opportunities threatened by a number of disruptive forces such as globalization, the ever-changing emerging technologies and the economic imbalances acting as drivers of the market transformation. This combination of factors is forcing all industrial companies to have more and higher demanding productivity levels, while bearing always in mind how to improve and meet the customer’s requirements. In this situation, we need to question ourselves again: Who is the customer? What does the customer value? And how can we deliver sustainable economic benefits? Considering this matter in a military naval industry framework sets the goals that this thesis intends to achieve. The first general goal is the definition of a new sustainable business model for the 2025 naval industry, adapted to the customer requirements and the new political, economic, social, technological and environmental scenario. And the second goal that arises as a consequence of the general model develops a methodology to implement “warship” through life support programs. The research is divided in four parts: the first one justifies, on the one hand, the need to change the existing model and, on the other, identifies the model structural factors. On the second part, current literature regarding one of the key issues on the new model (the Product-Service concept) is reviewed. Based on field research, the third part focuses entirely on military shipbuilding, analyzing specific key aspects of this field and identifying which of them are valued the most by Navies and how they manage through life cycles of warships. Finally, the foundation of the proposed model is presented and also the basic grounds for implementing a Through Life Support (TLS) program are developed. As a result of this research, the proposed model for the naval industry is based on eleven (11) key principles: 1. The warship (a high added value product) must be designed and built in a shipyard at the country developing the defense program. 2. Design must be customer value oriented, i.e.warship must be designed to effectively fulfill its mission throughout its operational life, ensuring safety at the ship and for the people and protecting the environment in accordance with current regulations. 3. The industry has to provide integrated Through Life Support solutions. 4. Develop and maintain integrated complex systems capabilities for the entire warship life cycle. 5. Introduce the product, processes, people and business model itself to digital technologies. 6. Develop long-term action plans with the domestic customer. These plans must be based on three premises: (i) the complete life cycle must be included, starting from the research and development stage throughout the ship’s disposal; (ii) customer demand has to be sophisticated, i.e. customer requirements, both from the efficiency and product perspective, "attract" the contractor and (iii) technological level and manufacturing capabilities of the company in the future must be maintained and a competitive position on the export market has to be achieved. 7. Promote the military exporting sector through increased international business. 8. Develop contractor multi-location as it entails an opportunity for growth and promote export opportunities providing integrated solutions in the customer's country. 9. Strengthen institutional diplomacy as a lever for export. 10. Promote technological leadership in both product and processes with active R & D & I policies (Research & Development & Innovation) 11. Strengthen financing capacity through innovative solutions. The second goal of this thesis is focused on developing integrated Through Life Support (TLS) solutions. The proposed methodology tries to minimize the gap between needs and capabilities through the ship operational life. It means, the main TLS program objective is to maintain the ship’s performance and capabilities during operational life, in relative terms to current technologies, equivalent to those the ship had when it entered service. The main actions to fulfill the TLS program objectives are: value-oriented design, TLS engineering, technology updating projects, intelligent maintenance and performance based contracts.

Diseño arquitectónico y protección en caso de incendio: desarrollo normativo español en materia de evacuación en los siglos XIX y XX

Esta es la búsqueda de respuestas a esa duda constante: De dónde venimos y que hemos ido dejando por el camino. ¿Está todo claro en este recorrido o hemos actuado por acumulación de errores heredados de procesos anteriores? Es la investigación a través del descubrimiento de nuestro pasado, de nuestros orígenes en materia de seguridad de protección contra incendios, y sobre todo de ejecución de una arquitectura pensada para ser recorrida con mayor seguridad y ser evacuada en un tiempo razonable. El trabajo investiga, a nivel nacional, la evolución de la sociedad y sus efectos sobre la manera de interpretar el problema de la seguridad contra incendios en los edificios. El interés fundamentalmente es poner en claro todos aquellos aspectos que afectan a la evacuación de las personas. Para ello se han estudiado los principales hitos de actuación, las preocupaciones principales surgidas en cada momento y las soluciones adoptadas. Se ha comprobado su aplicación o su demora hasta que se ha producido el siguiente gran suceso que ha motivado una nueva revisión de los procedimientos de diseño y control. En primer lugar, tratando de relacionar los incendios fundamentales que han influido en nuestra forma de abordar el problema en distintos momentos de la historia de España. En segundo lugar, haciendo un recorrido sobre la figura del arquitecto y su participación en los medios de control y legislación sobre la manera de intervenir en el servicio de incendios o de resolver los edificios en materia de protección contra incendios o evacuación de sus ocupantes. En definitiva, descubriendo los escritos de algunos especialistas, fundamentales para entender nuestra manera de abordar el problema de la protección en los edificios, a lo largo de la historia. Se ha revisado como se han producido los siniestros más importantes en teatros y otros locales públicos .Analizando la forma en que los arquitectos implicados han tratado de resolver las posibles deficiencias ante el riesgo. Se trata de la tipología edificatoria donde, por primera vez, surge la preocupación por adoptar medidas y procedimientos de seguridad en caso de incendio. Resultan locales con una importante siniestralidad, donde se desarrolla la principal actividad lúdica del momento, y que por el importante número de personas que albergan, son fuente de preocupación entre el público y las autoridades. Otras cuestiones en un tema tan amplio, que quedan simplemente esbozadas en este trabajo de investigación, son los procedimientos de los sistemas de extinción, la estructura organizativa de la ciudad, las primeras sociedades de seguros de incendios, la aparición de patentes a partir del desarrollo industrial del siglo XIX. Todo ello, con el hilo conductor de la reglamentación que se ha ido elaborando al respecto. Al principio, sobre espectáculos públicos, acotando el punto de partida en la materia de nuestra reglamentación. Anticipando sistemas constructivos y datos dimensionales de la evacuación. Llegados a mediados del siglo XX, abordando otros usos. Haciendo seguimiento de la modernización de los procesos edificatorios y la reglamentación sectorial. Recabando información de las organizaciones profesionales que comienzan a reclamar una coordinación nacional de los sistemas preventivos y que desemboca en el Proyecto de Reglamento de prevención contra el fuego que nunca será publicado. Toda esta etapa, plagada de documentos de carácter voluntario u obligatorio, local y nacional, van definiendo los criterios dimensionales con los que debe resolverse los elementos arquitectónicos susceptibles de servir para la evacuación. Se trata de una etapa intensa en documentación, cambiante, sujeta a los criterios que establecen los países del entorno más avanzados en la materia. Las dos últimas décadas del siglo, acotadas por la transición política y varios siniestros de graves consecuencias, definen el proceso normativo que culmina con el código técnico de la edificación que hoy conocemos. Es un periodo de aprendizaje y asimilación del capítulo de la seguridad, donde los métodos son variados. Donde la intencionalidad última es trasladar un sistema prescriptivo a un modelo prestacional propio de la madurez en el análisis del tema y en las corrientes de los países del entorno. ABSTRACT This is the search for answers to that constant question: Where do we come from and what have left along the way? Has everything been clear on this journey, or have we acted as a result of a collection of errors learned from prior processes? This has been research through exploration of our past, of our origins regarding fire protection safety, and, above all, of the endeavour to utilize architecture aimed at offering the highest level of safety and evacuation in a reasonable time. This project has researched society’s change nationwide and its effects on how to interpret the difficulty of fire protection safety in buildings. Its focus has fundamentally been to clarify those aspects that affect the evacuation of people. To this end, the main milestones of action, the principal concerns that have arisen at each step, and the solutions taken have all been studied. A check was performed on their application; or their delay until a significant event occurred that prompted a new revision of design and control procedures. Firstly, this was done by attempting to connect the main fires that have influenced how we handle the problem at different times in Spain’s history. Secondly, an examination was done on the figure of the architect and his participation in the means of control and legislation on how to intercede in fire services, or how the architect finds solutions for buildings in terms of fire protection, or the evacuation of their occupants. In short, the written works of certain specialists, who are essential to our understanding of how to deal with the problem of protection in buildings, were explored throughout history. A study was done on the most significant disasters in theatres and other public establishments. This was done by analysing the way the architects involved have aimed to solve possible points liable to risk. It is a classification of building where, for the first time, the concern arose to adopt safety measures and procedures in the event of fires. Public establishments with considerable accident rates emerged. Here the main entertainment activities of the time took place. These spaces were a source of worry among the public and authorities due to the high number of persons they accommodated. Other issues in such an extensive subject, which are only outlined in this research study, are procedures in extinguishing systems, the organizational structure of cities, the first fire insurance companies, and the appearance of patents after the industrial development of the 19th century. All of these aspects are joined by the common thread of regulations that have been created in this matter. At the beginning, these regulations were for public shows, thus defining the starting point for our regulations. This was done in anticipation of structural systems and size data of evacuations. With the arrival of the mid-20th century, different uses were addressed. A modernization of construction processes and the industry regulations were tracked. Information was gathered from professional organizations that began to demand a national coordination of prevention systems which led to the Regulation Project on fire prevention which will never be published. Throughout this stage, replete with voluntary and compulsory documents, both on the local and national level, the dimensional criteria to be used in the resolution of architectural elements open to use in evacuation were defined. This was a period that was filled with documentation, change, and subject to the criteria that the most advanced countries in the field established in this regard. The final two decades of the century, marked by political transition and several accidents with grave consequences, defined the regulation process that culminated with the building technical code known today. This was a period of learning and understanding in the chapter of safety, where the methods are varied. In this chapter, the ultimate goal is to insert a prescriptive-based standard into a performance-based code suitable for cultivated experience in analysis of the subject and the tendencies in countries dealing with this field.

Innovation projects performance: Analyzing the impact of organizational characteristics

This study analyzes the effect of organizational characteristics on the innovation project performance. This research applies fuzzy set Qualitative Comparative Analysis (fsQCA) to a large sample of Spanish firms appearing in the Community Innovation survey (CIS). The results show that the combination of organizational innovation, firm size and cooperationwith national and, especially, international firms is a sufficient condition for the success of innovation projects within the organization. Evidence also suggests that variables such as the investment on R&D peremployee or the seniority of the company do not affect the success of innovation projects. These findings help complement some results in previous studies on innovation projects performance.