Designer-driven 3D buildings generated using variable neighborhood search

This paper presents a mechanism to generate virtual buildings considering designer constraints and guidelines. This mechanism is implemented as a pipeline of different Variable Neighborhood Search (VNS) optimization processes in which several subproblems are tackled (1) rooms locations, (2) connectivity graph, and (3) element placement. The core VNS algorithm includes some variants to improve its performance, such as, for example constraint handling and biased operator selection. The optimization process uses a toolkit of construction primitives implemented as "smart objects" providing basic elements such as rooms, doors, staircases and other connectors. The paper also shows experimental results of the application of different designer constraints to a wide range of buildings from small houses to a large castle with several underground levels.

Modal analysis of buildings : quantification of uncertainties and model updating

Una estructura vibra con la suma de sus infinitos modos de vibración, definidos por sus parámetros modales (frecuencias naturales, formas modales y coeficientes de amortiguamiento). Estos parámetros se pueden identificar a través del Análisis Modal Operacional (OMA). Así, un equipo de investigación de la Universidad Politécnica de Madrid ha identificado las propiedades modales de un edificio de hormigón armado en Madrid con el método Identificación de los sub-espacios estocásticos (SSI). Para completar el estudio dinámico de este edificio, se ha desarrollado un modelo de elementos finitos (FE) de este edificio de 19 plantas. Este modelo se ha calibrado a partir de su comportamiento dinámico obtenido experimentalmente a través del OMA. Los objetivos de esta tesis son; (i) identificar la estructura con varios métodos de SSI y el uso de diferentes ventanas de tiempo de tal manera que se cuantifican incertidumbres de los parámetros modales debidos al proceso de estimación, (ii) desarrollar FEM de este edificio y calibrar este modelo a partir de su comportamiento dinámico, y (iii) valorar la bondad del modelo. Los parámetros modales utilizados en esta calibración han sido; espesor de las losas, densidades de los materiales, módulos de elasticidad, dimensiones de las columnas y las condiciones de contorno de la cimentación. Se ha visto que el modelo actualizado representa el comportamiento dinámico de la estructura con una buena precisión. Por lo tanto, este modelo puede utilizarse dentro de un sistema de monitorización estructural (SHM) y para la detección de daños. En el futuro, podrá estudiar la influencia de los agentes medioambientales, tales como la temperatura o el viento, en los parámetros modales. A structure vibrates according to the sum of its vibration modes, defined by their modal parameters (natural frequencies, damping ratios and modal shapes). These parameters can be identified through Operational Modal Analysis (OMA). Thus, a research team of the Technical University of Madrid has identified the modal properties of a reinforced-concrete-frame building in Madrid using the Stochastic Subspace Identification (SSI) method and a time domain technique for the OMA. To complete the dynamic study of this building, a finite element model (FE) of this 19-floor building has been developed throughout this thesis. This model has been updated from its dynamic behavior identified by the OMA. The objectives of this thesis are to; (i) identify the structure with several SSI methods and using different time blocks in such a way that uncertainties due to the modal parameter estimation are quantified, (ii) develop a FEM of this building and tune this model from its dynamic behavior, and (iii) Assess the quality of the model, the modal parameters used in this updating process have been; thickness of slabs, material densities, modulus of elasticity, column dimensions and foundation boundary conditions. It has been shown that the final updated model represents the structure with a very good accuracy. Thus, this model might be used within a structural health monitoring framework (SHM). The study of the influence of changing environmental factors (such as temperature or wind) on the model parameters might be considered as a future work.

Nuevo Modelo de Distribución de Corriente Contínua en Baja Tensión en Smart Buildings

En este trabajo se revisan una serie de conceptos, todos ellos relacionados con las microrredes de baja tensión de tipo de en corriente continua. Se exponen varias de las características propias de estas microrredes, diferentes tipos de cargas que alimentarían la microrred y posibles formas de conectar ésta al suministro. Se realiza un estudio de los niveles de potencia demandada más comunes, así como de las pérdidas en la red y las formas de evitar éstas, y cómo se generaría la corriente de la red de continua. Además, se exponen varios casos de estudios ya operativos sobre el modelo de continua.

Sustainability assessment of energy saving measures: A multi-criteria approach for residential buildings retrofitting—A case study of the Spanish housing stock

The building sector is well known to be one of the key energy consumers worldwide. The renovation of existing buildings provides excellent opportunities for an effective reduction of energy consumption and greenhouse gas emissions but it is essential to identify the optimal strategies. In this paper a multi-criteria methodology is proposed for the comparative analysis of retrofitting solutions. Life Cycle Assessment (LCA) and Life Cycle Cost (LCC) are combined by expressing environmental impacts in monetary values. A Pareto optimization is used to select the preferred strategies. The methodology is exemplified by a case study: the renovation of a representative housing block from the 1960s located in Madrid. Eight scenarios have been proposed, from the Business as Usual scenario (BAU), through Spanish Building Regulation requirements (for new buildings) up to the Passive House standard. Results show how current renovation strategies that are being applied in Madrid are far from being optimal solutions. The required additional investment, which is needed to obtain an overall performance improvement of the envelope compared with the common practice to date, is relatively low (8%) considering the obtained life cycle environmental and financial savings (43% and 45%, respectively).

El espejismo de un problema arquitectónico: sobre la exposición «Buildings for Best Products» en el MOMA de Nueva York

El espejismo de un problema arquitectónico: sobre la exposición «Buildings for Best Products» en el MOMA de Nueva York

1898-1901: John H. Jackson

2nd President 1898-1902

1880-1898, 1922-1923: Inman E. Page

1st & 6th President In Office: 1880-1898, 1922-1923 Inman E. Page was the first individual named "president" at Lincoln University of Missouri. He was born a slave, bought his and his family's freedom, graduated from Brown University in Washington and was nominated there as Class Orator. During his tenure he brought in many new instructors, built several campus buildings, was president of the Negro Teacher's Association, worked with the state government for meaningful funding of the institute and was popular with the press because he was well spoken. In 1889, the Board tried to oust him, to put in a new person, but the move was so highly controversial that the candidate withdrew from the process. While Inman was president, in 1891, Lincoln University became a Land-Grant Institution under the Morrill Land-Grant Fund and the first Memorial Hall was built. He also began instituting college-level courses, which faced some serious opposition, but inevitably led to Lincoln Institute becoming Lincoln University. Reference Marshall, A. P. (1966). Soldiers' Dream: A Centennial History of Lincoln University of Missouri. Lincoln University: Jefferson City, MO.

Postcard: Buildings of Lincoln University

https://bluetigercommons.lincolnu.edu/postcards/1005/thumbnail.jpg

1937 Eloise Jackson Taylor

1937-1938 Miss Homecoming