An active control system for reducing crowd induced vibrations in a grandstand
DOI:
https://doi.org/10.17533/udea.redin.13540Keywords:
structural control, active control, system identification, dynamic human/structure interaction, vibrationsAbstract
The occupancy of structures by crowds often causes vibrations that in turn generate discomfort and, in some occasions, can cause damage to the structure. Football stadia are one type of structures that are especially vulnerable to such excitation and more so when they are used for other events such as concerts. As an experimental platform for investigating human-structure interaction, a grandstand was designed and built with dynamic parameters similar to the south grandstand of the Olympic Football Stadium in Cali Colombia. In the work described in this paper, an electro-magnetic actuator with a 13.2 kg active mass was used with an active control scheme to reduce human-induced vibrations in the grandstand. The structure and controller were modeled, identified and then validated experimentally. Performance of the control system was analyzed through simulations and then verified experimentally as a group of people, with a total mass of up to 232 kg, jumped on the grandstand. The control system reduced the structural response of the grandstand up to 50% of that without the control system.
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S. Ibrahimi, N. Haritos, E. F. Gad, J. L. Wilson. Floor Vibrations due to Human Excitation–Damping Perspective. Earthquake Engineering in Australia. Canberra 24-26. November. 2006. pp. 257-264.
P. Reynolds, P. A. Pavic, Z. Ibrahim.Changes of Modal Properties of a Stadium Structure Occupied by a Crowd. 22nd International Modal Analysis Conference (IMAC XXII). Dearborn. Detroit. USA. January, 2004. pp. 1-10.
A. Ortiz. Caracterización de Efectos de Interacción Humano/Estructura. Tesis de Maestría en Ingeniería Civil, Facultad de Ingeniería. Universidad del Valle. Santiago de Cali. 2011. pp. 93.
T. Ji. On the Combination of Structural Dynamics and Biodynamics Methods in the Study of Human-Structure Interaction. The 35th United Kingdom Group Meeting on Human Response to Vibration. Southampton, England. 2000. pp. 1-4
A. Ortiz, D. Gómez, P. Thomson.”Caracterización del Efecto de la Interacción Humano-Estructura en el Estadio Olímpico en Cali, Colombia”. Revista Ingeniería e Investigación. Vol. 29. 2009. pp. 13-23.
D. Gomez, J. Marulanda, P. Thomson. “Sistemas de Control para la Protección de Estructuras Civiles Sometidas a Cargas Dinámicas”. Revista Dyna. No. 155. 2008. pp. 77-89.
A. Webster, R. Vaicajtis. “Application of Tuned Mass Dampers to Control Vibrations of Composite-floor Systems”. Engineering Journal of the American Institute of Steel Construction.Vol. 29. 1992. pp. 116- 124.
T. M. Murray. “Building Floor Vibrations”. Engineering Journal. Vol. 28 (3). 1991. pp. 102-109.
L. M. Hanagan, T. M. Murray. Floor Vibration: A New Application for Active Control. Fourth Pan American Congress of Applied Mechanics. Buenos Aires. Argentina. Universidad del Salvador. 1995. pp. 7-12.
D. Hernández. Implementación de un Sistema de Control Activo para Reducir las Vibraciones Producidas por la Interacción Humano/Estructura en una Tribuna. Trabajo de grado (Ingeniero Civil), Facultad de Ingeniería. Universidad del Valle. Santiago de Cali. 2010. pp. 87.
D. Gómez. “Comparison of Frequency Response and Neural Network Techniques for System Identification of an Actively Controlled Structure”. Revista Dyna. No. 170. 2011.
S. J. Dyke, L. M. Spencer. Implications of ControlStructure Interaction in Scaled Structural Control System Testing. International Conference on Control Applications.Kohala Coast-lsland of Hawai’i. Hawai’i. (USA). 1999. pp. 1-6.
D. Gómez, H. Moncayo, P. Thomson. Aspectos del Modelamiento de Estructuras para la Implementación de Sistemas de Control Activo. III Congreso Colombiano de Ingeniería Sísmica. Santiago de Cali. 2005. pp. 1-11.
MATLAB & SIMULINK version r2010a. The Math Works. Inc. Natick. MA.
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