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    Please use this identifier to cite or link to this item: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/44871


    Title: Benchmark problem for response control of wind-excited tall buildings
    Authors: Yang, Jann N.;Agrawal, Aanil K.;Samali, Bijan;吳重成;Wu, Jong-cheng
    Contributors: 淡江大學土木工程學系
    Date: 2004-04
    Issue Date: 2010-03-26 17:32:51 (UTC+8)
    Publisher: American Society of Civil Engineers (ASCE)
    Abstract: This paper presents an overview and problem definition of a benchmark problem for the response control of wind-excited tall buildings. The building considered is a 76-story 306 m concrete office tower proposed for the city of Melbourne, Australia. The building is slender with a height to width ratio of 7.3; hence, it is wind sensitive. Wind tunnel tests for such a 76-story building model have been conducted at the University of Sydney and the results of across-wind data are used in the present benchmark problem. Either active, semiactive, or passive control systems can be installed in the building to reduce the wind response, although only an active control sample problem has been worked out to illustrate the control design. In the case of active control systems, either an active tuned mass damper or an active mass driver can be installed on the top floor. In the case of passive or semiactive systems, such as viscous dampers, viscoelastic dampers, electrorheological, or magnetorheological dampers, etc., control devices can be installed in selected story units. Control constraints and evaluation criteria are presented for the design problem. A simulation program based on the linear quadratic Gaussian technique has been developed and made available for the comparison of the performance of various control strategies.
    Relation: Journal of engineering mechanics 130(4), pp.437-446
    DOI: 10.1061/(ASCE)0733-9399(2001)130:4(437)
    Appears in Collections:[Graduate Institute & Department of Civil Engineering] Journal Article

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