Spaces of the Past, Histories of the Present: An Interview with Stuart Elden and Derek Gregory

The ontologies of space and territory, our experience of them and the techniques we use to govern them, the very conception of the socio-spatial formations that we inhabit, are all historically specific: they depend on a genealogy of practices, knowledges, discourses, regulations, performances and representations articulated in a way that is extremely complex yet nevertheless legible over time. In this interview we look at the logic and the patterns that intertwine space and time — both as objects and tools of inquiry — though a cross-disciplinary dialogue. The discussion with Stuart Elden and Derek Gregory covers the place of history in socio-spatial theory and in their own work, old and new ways of thinking about the intersection between history and territory, space and time, the implications of geography and history for thinking about contemporary politics, and the challenges now faced by critical thought and academic work in the current neo-liberal attack on public universities and the welfare state

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

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

¿Planificar los comunes? Autogestión, regulación comunal del suelo y su eclipse en la Inglaterra precapitalista.

El progresivo adelgazamiento del Estado del Bienestar y la privatización de bienes y servicios públicos han propiciado la aparición de discursos que reclaman la recuperación de los comunes y su autogestión colectiva. En ese contexto las tierras y derechos comunales de la Inglaterra pre-capitalista han dejado de ser un asunto académico, reapareciendo intensamente en los imaginarios socioespaciales del activismo global. Aunque esa reapropiación del pasado parece legítima, dichas narrativas ignoran a menudo la complejidad implícita en la gestión, planificación y evolución de los comunes históricos. Para subsanar estas lagunas estudiamos las instituciones y modos de gobierno que sustentaban el régimen comunal de la tierra en este período, enfatizando su condición de planificación autogestionada de los usos del suelo y las prácticas asociadas al mismo. Este régimen fue sustituido por las leyes de cercamiento, dando paso a una lógica de planificación centralizada e insolidaria: una lógica en la que estaba implícita no sólo la extinción del control comunal y la privatización de la tierra, sino también la desposesión de los trabajadores rurales y su progresiva proletarización. Palabras clave: comunes, derecho comunal, planificación socioespacial, leyes de cercamiento, autogestión. ....................................................... The ongoing eclipse of the Welfare State and the privatisation of public goods and services have triggered the appearance of discourses that claim the recovery of the commons and their collective self-management. In this context historical common lands and rights in pre-capitalist England are no longer a mere academic issue, as they reappear intensely in the sociospatial imaginaries of global activism. This reappropriation of the past seems legitimate, but such narratives often ignore the complexity of the management, planning and evolution of the historical commons. To fill these lacunae I study the institutions and modes of government that underpinned the communal regime in this period, emphasizing its condition of self-managed land use planning. Enclosure acts destroyed this regime, introducing a new logic of centralized, iniquitous planning: a logic which included not only the extinction of communal institutions and privatisation of land, but also the dispossession of rural labourers and their progressive proletarianisation.

Jacques Tati : vivienda experimental y espacio de trabajo a mediados del siglo XX

La obra fílmica del director francés Jacques Tati podría considerarse como el perfecto reflejo del paradigma edificatorio de mediados del siglo XX en plena posguerra europea, una época ávida de transformaciones de las que el cine supo hacerse eco. Particularmente, el cine de Tati refleja las preocupaciones del ciudadano europeo de posguerra sobre las consecuencias de las masivas construcciones erigidas en sus devastados núcleos urbanos y la puesta en práctica de la ciudad funcional propuesta por la Carta de Atenas (1931). Pero, además, el análisis del cine de Jacques Tati permite un acercamiento a la modernidad desde diversos puntos de vista como la movilidad, el diseño urbano, las nuevas construcciones, los espacios de trabajo en los nuevos distritos terciarios, la vivienda -tradicional, moderna y experimental- o el diseño mobiliario en la posguerra. A través de su alter ego -Monsieur Hulot- Tati interacciona curioso con las nuevas construcciones geométricas de paños neutros y cuestiona su ruptura con la tradición edificatoria francesa, enfatizando la oposición entre el pasado nostálgico y la modernidad de las décadas de los 50 y 60, salpicadas por el consumismo feroz del recién estrenado estado de bienestar. La confrontación funcional, volumétrica, estética e incluso cromática entre ambos mundos construidos –el tradicional y el moderno- invita al espectador a un ejercicio de reflexión y crítica sobre la arquitectura moderna de este período en Europa. En particular, la mirada cinematográfica de Tati se centra en dos conceptos fundamentales. Por una parte, su atención se dirige a la famosa casa mecanicista Le Corbuseriana materializada en la ultra-moderna casa Arpel (Mon Oncle, 1958) y proyectada en la misma época en la que se desarrollaban importantes prototipos de vivienda experimental como la Casa de Futuro de Alison y Peter Smithson o las viviendas de Jean Prouvé. Debe ponerse de manifiesto que la crítica de Jacques Tati no se centraba en la arquitectura moderna en sí misma sino en el empleo erróneo que los usuarios pudieran hacer de ella. Por otro lado, Tati centra su atención en el prisma miesiano a través de los bloques de oficinas que conforman la ciudad de Tativille en Playtime (1967). Se trataba de una gran ciudad moderna construida explícitamente para el rodaje de la película y basada en los casi idénticos tejidos urbanos residenciales y terciarios ya en funcionamiento en las principales capitales europeas y norteamericanas en aquellos años. Tativille funcionaría como una ciudad autónoma disponiendo de diversas instalaciones y con el objetivo de integrarse y consolidarse en la trama urbana parisina. Lamentablemente, su destino al final del rodaje fue bien distinto. En definitiva, el análisis de la producción fílmica de Jacques Tati permite un acercamiento a la arquitectura y al urbanismo modernos de posguerra y al contexto socio-económico que favoreció su crecimiento y expansión. Por ello, su obra constituye una herramienta visual muy útil que aún hoy es consultada y mostrada por su claridad y humor y que invita a los ciudadanos –telespectadores- a participar en un ejercicio crítico arquitectónico hasta entonces reservado a los arquitectos. ABSTRACT The film work of French director Jacques Tati could be considered as the perfect reflection of the mid-20th century European post-war building paradigm, a period of time plenty of transformations perfectly echoed by cinema. In particular, Tati’s film work reflects the European post-war citizen’s concerns about the consequences of massive constructions built in their desvastated urban centres, as well as the development of functional cities proposed by the Athens Charter (1931). But, on top of that, an analysis of Jacques Tati’s cinematography allows for an approach to modernity from different perspectives, such as mobility, urban design, new buildings, working spaces in the new tertiary districts, housing -traditional, modern, and experimental-, or furniture design during the post-war period. Embodied by his alter-ego –Monsieur Hulot,- Tati curiously interacts with the new geometric constructions of neutral facades and questions the break with the French building tradition, highlighting the opposition between the nostalgic past and modernity of the 50s and 60s, affected by the fierce consumerism of the new welfare state. The functional, volumetric, aesthetic and even chromatic confrontation between both built worlds –traditional vs modern- invites the viewer to an exercise of meditation and criticism on the European modern architecture of that period. Tati’s film look is particularly focused on two basic concepts: on the one hand, his attention addresses Le Corbusier’s famous mechanistic house which is materialized in the ultra-modern Arpel house (Mon Oncle, 1958) and designed, in turn, when the development of other important experimental dwelling prototypes like Alison and Peter Smithson’s House of the Future or Jean Prouvé´s houses was taking place. It must be highlighted that Jacques Tati’s criticism was not addressed to modern architecture itself but to the wrong use that citizens could make of it. On the other hand, Tati focuses on the Miesian prism through the office buildings that shape the city of Tativille in Playtime (1967). It was a big, modern city built specifically for the film shooting, and based on the almost identical residential and tertiary urban fabrics already active in the main European and American capitals those years. Tativille would work as an autonomous city, having several facilities at its disposal and with the goal of getting integrated and consolidated into the Parisian urban weave. However, its final use was, unfortunately, quite different. In conclusion, an analysis of Jacques Tati’s film production allows for an approach to modern post-war architecture and urbanism, as well as to the socio-economic context that favoured its growth and expansion. As a result of this, Jacques Tati’s film production constitutes a suitable visual tool which, even nowadays, is consulted and shown due to its clarity and humour, and at the same time invites citizens –viewers- to participate in an architectural criticism exercise that, so far, had been reserved to architects.

Maximum likelihood estimation of new state space models for operational modal analysis

The modal analysis of a structural system consists on computing its vibrational modes. The experimental way to estimate these modes requires to excite the system with a measured or known input and then to measure the system output at different points using sensors. Finally, system inputs and outputs are used to compute the modes of vibration. When the system refers to large structures like buildings or bridges, the tests have to be performed in situ, so it is not possible to measure system inputs such as wind, traffic, . . .Even if a known input is applied, the procedure is usually difficult and expensive, and there are still uncontrolled disturbances acting at the time of the test. These facts led to the idea of computing the modes of vibration using only the measured vibrations and regardless of the inputs that originated them, whether they are ambient vibrations (wind, earthquakes, . . . ) or operational loads (traffic, human loading, . . . ). This procedure is usually called Operational Modal Analysis (OMA), and in general consists on to fit a mathematical model to the measured data assuming the unobserved excitations are realizations of a stationary stochastic process (usually white noise processes). Then, the modes of vibration are computed from the estimated model. The first issue investigated in this thesis is the performance of the Expectation- Maximization (EM) algorithm for the maximum likelihood estimation of the state space model in the field of OMA. The algorithm is described in detail and it is analysed how to apply it to vibration data. After that, it is compared to another well known method, the Stochastic Subspace Identification algorithm. The maximum likelihood estimate enjoys some optimal properties from a statistical point of view what makes it very attractive in practice, but the most remarkable property of the EM algorithm is that it can be used to address a wide range of situations in OMA. In this work, three additional state space models are proposed and estimated using the EM algorithm: • The first model is proposed to estimate the modes of vibration when several tests are performed in the same structural system. Instead of analyse record by record and then compute averages, the EM algorithm is extended for the joint estimation of the proposed state space model using all the available data. • The second state space model is used to estimate the modes of vibration when the number of available sensors is lower than the number of points to be tested. In these cases it is usual to perform several tests changing the position of the sensors from one test to the following (multiple setups of sensors). Here, the proposed state space model and the EM algorithm are used to estimate the modal parameters taking into account the data of all setups. • And last, a state space model is proposed to estimate the modes of vibration in the presence of unmeasured inputs that cannot be modelled as white noise processes. In these cases, the frequency components of the inputs cannot be separated from the eigenfrequencies of the system, and spurious modes are obtained in the identification process. The idea is to measure the response of the structure corresponding to different inputs; then, it is assumed that the parameters common to all the data correspond to the structure (modes of vibration), and the parameters found in a specific test correspond to the input in that test. The problem is solved using the proposed state space model and the EM algorithm. Resumen El análisis modal de un sistema estructural consiste en calcular sus modos de vibración. Para estimar estos modos experimentalmente es preciso excitar el sistema con entradas conocidas y registrar las salidas del sistema en diferentes puntos por medio de sensores. Finalmente, los modos de vibración se calculan utilizando las entradas y salidas registradas. Cuando el sistema es una gran estructura como un puente o un edificio, los experimentos tienen que realizarse in situ, por lo que no es posible registrar entradas al sistema tales como viento, tráfico, . . . Incluso si se aplica una entrada conocida, el procedimiento suele ser complicado y caro, y todavía están presentes perturbaciones no controladas que excitan el sistema durante el test. Estos hechos han llevado a la idea de calcular los modos de vibración utilizando sólo las vibraciones registradas en la estructura y sin tener en cuenta las cargas que las originan, ya sean cargas ambientales (viento, terremotos, . . . ) o cargas de explotación (tráfico, cargas humanas, . . . ). Este procedimiento se conoce en la literatura especializada como Análisis Modal Operacional, y en general consiste en ajustar un modelo matemático a los datos registrados adoptando la hipótesis de que las excitaciones no conocidas son realizaciones de un proceso estocástico estacionario (generalmente ruido blanco). Posteriormente, los modos de vibración se calculan a partir del modelo estimado. El primer problema que se ha investigado en esta tesis es la utilización de máxima verosimilitud y el algoritmo EM (Expectation-Maximization) para la estimación del modelo espacio de los estados en el ámbito del Análisis Modal Operacional. El algoritmo se describe en detalle y también se analiza como aplicarlo cuando se dispone de datos de vibraciones de una estructura. A continuación se compara con otro método muy conocido, el método de los Subespacios. Los estimadores máximo verosímiles presentan una serie de propiedades que los hacen óptimos desde un punto de vista estadístico, pero la propiedad más destacable del algoritmo EM es que puede utilizarse para resolver un amplio abanico de situaciones que se presentan en el Análisis Modal Operacional. En este trabajo se proponen y estiman tres modelos en el espacio de los estados: • El primer modelo se utiliza para estimar los modos de vibración cuando se dispone de datos correspondientes a varios experimentos realizados en la misma estructura. En lugar de analizar registro a registro y calcular promedios, se utiliza algoritmo EM para la estimación conjunta del modelo propuesto utilizando todos los datos disponibles. • El segundo modelo en el espacio de los estados propuesto se utiliza para estimar los modos de vibración cuando el número de sensores disponibles es menor que vi Resumen el número de puntos que se quieren analizar en la estructura. En estos casos es usual realizar varios ensayos cambiando la posición de los sensores de un ensayo a otro (múltiples configuraciones de sensores). En este trabajo se utiliza el algoritmo EM para estimar los parámetros modales teniendo en cuenta los datos de todas las configuraciones. • Por último, se propone otro modelo en el espacio de los estados para estimar los modos de vibración en la presencia de entradas al sistema que no pueden modelarse como procesos estocásticos de ruido blanco. En estos casos, las frecuencias de las entradas no se pueden separar de las frecuencias del sistema y se obtienen modos espurios en la fase de identificación. La idea es registrar la respuesta de la estructura correspondiente a diferentes entradas; entonces se adopta la hipótesis de que los parámetros comunes a todos los registros corresponden a la estructura (modos de vibración), y los parámetros encontrados en un registro específico corresponden a la entrada en dicho ensayo. El problema se resuelve utilizando el modelo propuesto y el algoritmo EM.

State space models for multi-setup operational modal analysis

Operational Modal Analysis consists on estimate the modal parameters of a structure (natural frequencies, damping ratios and modal vectors) from output-only vibration measurements. The modal vectors can be only estimated where a sensor is placed, so when the number of available sensors is lower than the number of tested points, it is usual to perform several tests changing the position of the sensors from one test to the following (multiple setups of sensors): some sensors stay at the same position from setup to setup, and the other sensors change the position until all the tested points are covered. The permanent sensors are then used to merge the mode shape estimated at each setup (or partial modal vectors) into global modal vectors. Traditionally, the partial modal vectors are estimated independently setup by setup, and the global modal vectors are obtained in a postprocess phase. In this work we present two state space models that can be used to process all the recorded setups at the same time, and we also present how these models can be estimated using the maximum likelihood method. The result is that the global mode shape of each mode is obtained automatically, and subsequently, a single value for the natural frequency and damping ratio of the mode is computed. Finally, both models are compared using real measured data.