Optimal Control of Tall Buildings by AppendagesSource: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 005Author: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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| contributor author | Mohamed Abdel‐Rohman | |
| date accessioned | 2017-05-08T20:51:13Z | |
| date available | 2017-05-08T20:51:13Z | |
| date copyright | May 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9445%281984%29110%3A5%28937%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29311 | |
| description 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. | |
| publisher | American Society of Civil Engineers | |
| title | Optimal Control of Tall Buildings by Appendages | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 5 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1984)110:5(937) | |
| tree | Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 005 | |
| contenttype | Fulltext |