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    Optimal Control of Tall Buildings by Appendages

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 005
    Author:
    Mohamed Abdel‐Rohman
    DOI: 10.1061/(ASCE)0733-9445(1984)110:5(937)
    Publisher: American Society of Civil Engineers
    Abstract: The active control of tall buildings by aerodynamic appendages was proposed with the purpose of minimizing the control energy used to generate the control forces. In this control mechanism, the appendages generate the control forces from the wind power, and the supplied control energy is only used for folding or deploying the appendages. A solution given in 1972 has made the appendage movement dependent only on the velocity of the vibrating building with respect to the mean wind direction. Another solution given in 1979 and 1981, which was more effective, was found by the optimal control theory, assuming the wind characteristics and the wind forces on the building are fully known. Based on this assumption, this paper shows that a tracking control can be developed which is superior to the previous solutions in both the controlled response and the consumed control energy. However, in practice, the difficulties encountered in the full knowledge of the wind characteristics and the wind forces overweigh the design given in 1972.
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      Optimal Control of Tall Buildings by Appendages

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    contributor authorMohamed Abdel‐Rohman
    date accessioned2017-05-08T20:51:13Z
    date available2017-05-08T20:51:13Z
    date copyrightMay 1984
    date issued1984
    identifier other%28asce%290733-9445%281984%29110%3A5%28937%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29311
    description abstractThe active control of tall buildings by aerodynamic appendages was proposed with the purpose of minimizing the control energy used to generate the control forces. In this control mechanism, the appendages generate the control forces from the wind power, and the supplied control energy is only used for folding or deploying the appendages. A solution given in 1972 has made the appendage movement dependent only on the velocity of the vibrating building with respect to the mean wind direction. Another solution given in 1979 and 1981, which was more effective, was found by the optimal control theory, assuming the wind characteristics and the wind forces on the building are fully known. Based on this assumption, this paper shows that a tracking control can be developed which is superior to the previous solutions in both the controlled response and the consumed control energy. However, in practice, the difficulties encountered in the full knowledge of the wind characteristics and the wind forces overweigh the design given in 1972.
    publisherAmerican Society of Civil Engineers
    titleOptimal Control of Tall Buildings by Appendages
    typeJournal Paper
    journal volume110
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1984)110:5(937)
    treeJournal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 005
    contenttypeFulltext
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