Automatic Directing System for Controlling the Vibration of Frame Structures in Any Horizontal Direction Using a Hybrid Mass Damper
Publication: Journal of Engineering Mechanics
Volume 138, Issue 8
Abstract
This paper presents a hybrid system for controlling wind-induced flexural vibration of a frame structure in any vertical plan. The system was implemented and tested in a prototype reduced-scale two-floor building, which had steel decks supported by four columns of aluminum. The actuator consisted of a direct current motor that slid on a rail placed on top of the structure. The displacement of the motor was synchronized with lateral displacements of the structure obtained from the deformations of the columns, which, in turn, were measured by strain gages. A proposed system to automatically adjust direction was incorporated to the actuator to position it at the plan in which the structure oscillates, thus enabling a single mass to be used to absorb vibration in any vertical plan. The fuzzy control technique was employed in this control system, which was shown to be adequate for attenuating vibration.
Get full access to this article
View all available purchase options and get full access to this article.
References
Al-Dawod, M., Samali, B., and Li, J. (2006). “Experimental verification of an active mass driver system on a five-storey model using a fuzzy controller.” Struct. Contr. Health Monit., 13(5), 917–943.
Al-Dawod, M., Samali, B., Naghdy, F., and Kwok, K. C. S. (2001). “Active control of along wind response of tall building using a fuzzy controller.” Eng. Struct.ENSTDF, 23(11), 1512–1522.
Guclu, R., and Yazici, H. (2008). “Vibration control of a structure with ATMD against earthquake using fuzzy logic controllers.” J. Sound Vib.JSVIAG, 318(1–2), 36–49.
Housner, G. W. et al. (1997). “Structural control: Past, present, and future.” J. Eng. Mech.JENMDT, 123(9), 897–971.
Ikeda, Y., Sasaki, K., Sakamoto, M., and Kobori, T. (2001). “Active mass driver system as the first application of active structural control.” Earthquake Eng. Struct. Dyn.IJEEBG, 30(11), 1575–1595.
Lee, C.-L., Chen, Y.-T., Chung, L.-L., and Wang, Y.-P. (2006). “Optimal design theories and applications of tuned mass dampers.” Eng. Struct.ENSTDF, 28(1), 43–53.
Motioneering. (2010). “Taipei 101 Project profile.” 〈http://www.rwdi.com/cms/publications/81/pp_Taipei101.pdf〉 (Apr. 7, 2010).
Nishitani, A., and Inoue, Y. (2001). “Overview of the application of active/semiactive control to building structures in Japan.” Earthquake Eng. Struct. Dyn.IJEEBG, 30(11), 1565–1574.
Saito, T., Shiba, K., and Tamura, K. (2001). “Vibration control characteristics of a hybrid mass damper system installed in tall buildings.” Earthquake Eng. Struct. Dyn.IJEEBG, 30(11), 1677–1696.
Soong, T. T., and Spencer, B. F. Jr. (2002). “Supplemental energy dissipation: state-of-the-art and state-of-the-practice.” Eng. Struct.ENSTDF, 24(3), 243–259.
Yamazaki, S., Nagata, N., and Abiru, H. (1992). “Tuned active dampers installed in the Minato Mirai (MM) 21 Landmark Tower in Yokohama.” J. Wind Eng. Ind. Aerodyn., 43(1–3), 1937–1948.JWEAD6
Information & Authors
Information
Published In
Copyright
© 2012. American Society of Civil Engineers.
History
Received: May 17, 2010
Accepted: Dec 8, 2011
Published online: Dec 12, 2011
Published in print: Aug 1, 2012
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.