کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
266955 504388 2013 11 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Integration of decentralized structural control and the identification of unknown inputs for tall shear building models under unknown earthquake excitation
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
پیش نمایش صفحه اول مقاله
Integration of decentralized structural control and the identification of unknown inputs for tall shear building models under unknown earthquake excitation
چکیده انگلیسی

Since some excitations such as earthquakes or wind forces cannot be accurately measured, it is necessary to explore algorithms which can integrate structural control and the identification of unknown excitations. In this paper, an algorithm is proposed for the decentralized structural control of tall shear-type buildings under unknown earthquake-induced ground motion. The equations of motion of a tall controlled shear building subject to unknown ground motion are established in the absolute co-ordinate system, in which the ground motion input is applied to the 1st floor of the building and treated as an unknown external excitation. A decentralized control algorithm based on the instantaneous optimal control scheme is developed with limited measurements of structural absolute acceleration responses. The inter-connection effect between adjacent substructures is treated as ‘additional unknown disturbances’ at substructural interfaces to each substructure. Instantaneous optimal control forces are obtained by sequentially utilizing a Kalman estimator for the substructural state vector and least square estimation of the ‘additional unknown disturbances’. Then, unknown ground motion is subsequently estimated by the Newmark-β method. To validate the performances of the proposed algorithm, two numerical examples of decentralized control of tall building models under unknown earthquake excitations are studied and the simulation results are compared with those by the conventional centralized control under measured earthquake excitation.


► An integrated decentralized control and identification of input with limited outputs.
► A decentralized control for tall buildings under unknown external excitation.
► Inter-connections between substructures are treated as ‘additional unknown disturbances’.
► Optimal control forces are estimated by Kalman estimator and recursive estimation.
► It can accurately identify input and provide good decentralized control performances.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Structures - Volume 52, July 2013, Pages 306–316
نویسندگان
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