The equations of motion of structures with large deflections are usually nonlinear. The vibration modes of nonlinear system must be coupled together. In this paper, the method of independent modal space control (IMSC) is presented for controlling structures with weak nonlinearity. The dynamic response of a nonlinear cantilever beam, after performing IMSC, is studied. The numerical results show that the method is quite effective for reducing the displacement of the weakly nonlinear beam.
|頁（從 - 到）||36-44|
|期刊||Journal of the Chinese Society of Mechanical Engineers, Transactions of the Chinese Institute of Engineers, Series C/Chung-Kuo Chi Hsueh Kung Ch'eng Hsuebo Pao|
|出版狀態||已出版 - 2月 1993|