A comparative study of SISO and MIMO control strategies for floor vibration damping

Civil engineering structures such as floor systems with open-plan layout or lightweight footbridges are susceptible to excessive level of vibrations caused by human loading. Active vibration control (AVC) via inertial mass actuators has been shown to be a viable technique to mitigate vibrations, allowing structures to satisfy vibration serviceability limits. Most of the AVC applications involve the use of SISO (single input single-output) strategies based on collocated control. However, in the case of floor structures, in which mostof the vibration modes are locally spatially distributed, SISO or multi-SISO strategies are quite inefficient. In this paper, a MIMO (multi-inputs multi-outputs) control in decentralised and centralised configuration is designed. The design process simultaneously finds the placement of multiple actuators and sensors and the output feedback gains. Additionally, actuator dynamics, actuator nonlinearities and frequency and time weightings are considered into the design process. Results with SISO and decentralised and centralised MIMO control (for a given number of actuators and sensors) are compared, showing the advantages of MIMO control for floor vibration control.

Loose Coupling Based Reference Scheme for Shop Floor-Control-System/Production-Equipment Integration.

Acoplamiento del sistema informático de control de piso de producción (SFS) con el conjunto de equipos de fabricación (SPE) es una tarea compleja. Tal acoplamiento involucra estándares abiertos y propietarios, tecnologías de información y comunicación, entre otras herramientas y técnicas. Debido a la turbulencia de mercados, ya sea soluciones personalizadas o soluciones basadas en estándares eventualmente requieren un esfuerzo considerable de adaptación. El concepto de acoplamiento débil ha sido identificado en la comunidad de diseño organizacional como soporte para la sobrevivencia de la organización. Su presencia reduce la resistencia de la organización a cambios en el ambiente. En este artículo los resultados obtenidos por la comunidad de diseño organizacional son identificados, traducidos y organizados para apoyar en la solución del problema de integración SFS-SPE. Un modelo clásico de acoplamiento débil, desarrollado por la comunidad de estudios de diseño organizacional, es resumido y trasladado al área de interés. Los aspectos claves son identificados para utilizarse como promotores del acoplamiento débil entre SFS-SPE, y presentados en forma de esquema de referencia. Así mismo, este esquema de referencia es presentado como base para el diseño e implementación de una solución genérica de acoplamiento o marco de trabajo (framework) de acoplamiento, a incluir como etapa de acoplamiento débil entre SFS y SPE. Un ejemplo de validación con varios conjuntos de equipos de fabricación, usando diferentes medios físicos de comunicación, comandos de controlador, lenguajes de programación de equipos y protocolos de comunicación es presentado, mostrando un nivel aceptable de autonomía del SFS. = Coupling shop floor software system (SFS) with the set of production equipment (SPE) becomes a complex task. It involves open and proprietary standards, information and communication technologies among other tools and techniques. Due to market turbulence, either custom solutions or standards based solutions eventually require a considerable effort of adaptation. Loose coupling concept has been identified in the organizational design community as a compensator for organization survival. Its presence reduces organization reaction to environment changes. In this paper the results obtained by the organizational de sign community are identified, translated and organized to support the SFS-SPE integration problem solution. A classical loose coupling model developed by organizational studies community is abstracted and translated to the area of interest. Key aspects are identified to be used as promoters of SFS-SPE loose coupling and presented in a form of a reference scheme. Furthermore, this reference scheme is proposed here as a basis for the design and implementation of a generic coupling solution or coupling framework, that is included as a loose coupling stage between SFS and SPE. A validation example with various sets of manufacturing equipment, using different physical communication media, controller commands, programming languages and wire protocols is presented, showing an acceptable level of autonomy gained by the SFS.

Assessment of a simplified experimental procedure to evaluate impact sound reduction of floor coverings

The impact noise reduction provided by floor coverings is usually obtained in laboratory, using the methodology described in the standard EN ISO 140-8, which requires the use of standard acoustic chambers. The construction of such chambers, following the requirements described in the EN ISO 140-1, implies a significant investment, and therefore only a limited number exists in each country. Alternatives to these standard methodologies, that allow a sufficiently accurate evaluation and require lower resources, have been interesting many researchers and manufacturers. In this paper, one such strategy is discussed, where a reduced sized slab is used to determine the noise reduction provided by floor coverings, following the procedure described in the ISO/CD 16251-1 technical document. Several resilient coverings, floating floors and floating slabs are tested and the results are compared with those obtained using the procedures described in the standards EN ISO 140-8 and EN ISO 717-2.

Celebrity endorsers' performance on the “ground” and on the “floor”

This article analyzes the relationship between two types of performances, one on the ground (of a tennis court) and the other on the floor (of the stock market). The empirical application looks into the tennis player, Rafael Nadal, and his endorsing firms. The findings show a positive reaction in the market value when the tennis player wins matches in the Grand Slams, the intriguing effect being the diminishing sensitivity pattern that such reaction shows and the absence of loss aversion.

Photographic prints of the elevations and floor plans of Harvard College or "Old College" used for publication by Samuel E. Morison, February 1933

Contains seven photographic prints elevations and floor plans of Harvard College used in an article on "Old College" by Samuel E. Morison. Includes first, second, and third floor plans; north, south, and east elevations; and one overhead perspective of the structure.

First Floor, Old Harvard Hall 1667-1764, 1935

Floor plan of the first floor of Old Harvard Hall drawn by H.R. Shurtleff in 1935. Includes the hall, kitchen, buttery, and two chambers

Second Floor, Old Harvard Hall, 1677-1764, 1935

Floor plan of the second floor of Old Harvard Hall drawn by H.R. Shurtleff in 1935. Includes student chambers, tutor chambers, and the library.

First Floor, Hollis Hall, 1874

Floor plan of renovations for the first floor of Hollis Hall, as drawn by William Rotch Ware in 1874. Includes dimensions for student chambers, hallways, and coal furnaces.

Second Floor, Hollis Hall, 1874

Floor plan of renovations for the second floor of Hollis Hall, as drawn by William Rotch Ware in 1874. Includes dimensions for proctor's rooms, student chambers, hallways, and coal furnaces.

Third Floor, Fourth Floor, Hollis Hall, 1874

Floor plan of renovations for the third and fourth floors of Hollis Hall, as drawn by William Rotch Ware in 1874. Includes dimensions for Pi Eta Society rooms, student chambers, hallways, and coal furnaces.

Hollis Hall, Harvard College, Cambridge, Middlesex Co., Mass., Second Floor Plan, (photostat copy), [1934]

Partial photostat copy of Sheet 2 of 10.

First Floor, Stoughton, 1874

Floor plan of renovations for the first floor of Stoughton Hall, as drawn by William Rotch Ware in 1874. Includes dimensions for student chambers, hallways, and coal furnaces.

Second Floor, Stoughton, 1874

Floor plan of renovations for the second floor of Stoughton Hall, as drawn by William Rotch Ware in 1874. Includes dimensions for student chambers, proctor's rooms, hallways, and coal furnaces.

Third Floor, Fourth Floor, Stoughton, 1874

Floor plan of renovations for the third and fourth floors of Stoughton Hall, as drawn by William Rotch Ware in 1874. Includes dimensions for student chambers, H.P. Club Rooms, hallways, and coal furnaces.

Floor plan and notes for proposed building with chapel and hall, [ca. 1799]

Possibly drawn and written in the hand of President Joseph Willard. The proposed building would house a chapel, halls, chambers for scholars, and was to be built on the site of the first Stoughton Hall which was torn down in 1781.