GUO Tie-neng, LU Qiu-hai, LI Jun-feng. OPTIMAL STRUCTURE VIBRATION CONTROL WITH UNILATERAL AND SATURATED NONLINEAR CABLES[J]. Engineering Mechanics, 2007, 24(5): 24-028.
Citation: GUO Tie-neng, LU Qiu-hai, LI Jun-feng. OPTIMAL STRUCTURE VIBRATION CONTROL WITH UNILATERAL AND SATURATED NONLINEAR CABLES[J]. Engineering Mechanics, 2007, 24(5): 24-028.

OPTIMAL STRUCTURE VIBRATION CONTROL WITH UNILATERAL AND SATURATED NONLINEAR CABLES

More Information
  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
  • Cable actuator has been used for structure vibration control. But unloaded cable actuator exhibits unilateral and saturated nonlinearity. As a result, LQG, which needs unconstraint control output, can not be adopted to design control law directly. According to the nonlinear characteristics of the cable, an optimal control law with a piecewise performance function is derived to substitute the quadratic performance function. Although the unilateral and saturated nonlinearity exists on the cable actuator, the proposed optimal method can obtain a suitably attenuating ratio for the structure vibration control. An important conclusion is obtained that the control signal designed by LQG and with cutting cable actuator nonlinearity is optimal. The stability of the optimal control system with Kalman Filter is also proved. The proposed optimal control law is simulated on a cantilever beam, and the result shows that the optimal method is effective.
  • Related Articles

    [1]CHEN Heng, XIAO Ying-xiong, GUO Rui-qi. NUMERICAL SIMULATION FOR CONCRETE AGGREGATE MODELS BASED ON THE p-VERSION ADAPTIVE FEM METHOD[J]. Engineering Mechanics, 2019, 36(S1): 158-164. DOI: 10.6052/j.issn.1000-4750.2018.05.S030
    [2]YIN Hui, YU De-jie, CHEN Ning, XIA Bai-zhan. A FINITE ELEMENT-RADIAL POINT INTERPOLATION AND FINITE ELEMENT METHOD FOR THE ANALYSIS OF PLATE STRUCTURAL-ACOUSTIC COUPLING SYSTEMS[J]. Engineering Mechanics, 2015, 32(6): 207-214. DOI: 10.6052/j.issn.1000-4750.2013.11.1102
    [3]ZHANG Xiao-dong, DING Yong, REN Xu-chun. SIMULATION OF THE CONCRETE CRACK PROPAGATION PROCESS WITH THE EXTENDED FINITE ELEMENT METHOD[J]. Engineering Mechanics, 2013, 30(7): 14-21,27. DOI: 10.6052/j.issn.1000-4750.2012.03.0206
    [4]QIN Jian, MIAO Qian. THE MATRIX ITERATION METHOD FOR ELASTIC DEFORMATION OF MULTI-ROLL MILL BASED ON INFLUENCE FUNCTION METHOD[J]. Engineering Mechanics, 2013, 30(5): 271-276. DOI: 10.6052/j.issn.1000-4750.2012.01.0038
    [5]JIN Feng, FANG Xiu-jun. THE EXTENDED FINITE ELEMENT METHOD AND ITS RELATIONS WITH OTHER NUMERICAL METHODS[J]. Engineering Mechanics, 2008, 25(增刊Ⅰ): 1-017.
    [6]CUI Qing-ling, LI Chang-sheng, LIU Xiang-hua, WANG Guo-dong. SIMULATION OF THREE-DIMENSIONAL STEADY STATE PLATE ROLLING BY REPRODUCING KERNEL PARTICLE METHOD[J]. Engineering Mechanics, 2006, 23(10): 188-192.
    [7]LIU Yao-ru, ZHOU Wei-yuan, YANG Qiang. PARALLEL 3-D FINITE ELEMENT ANALYSIS BASED ON EBE METHOD[J]. Engineering Mechanics, 2006, 23(3): 27-31.
    [8]ZHOU Rui-zhong, ZHOU Xiao-ping, MIAO Yuan-bing. ELEMENT-FREE GALERKIN METHOD WITH ADAPTIVE INFLUENTIAL RADIUS[J]. Engineering Mechanics, 2001, 18(6): 94-99.
    [9]Tian Zhichang, Wang Yinchang. HYBRID METHOD OF FINITE ELEMENT AND FINITE STRIP FOR CALCULATION OF TALL BUILDNG STRUCTURES[J]. Engineering Mechanics, 1993, 10(1): 61-65.
    [10]Shen Guangxian, Huang Qingxue, Xiao Hong. SIMULATION OF ROLLING BY ELASTOPLASTIC CONTACT BOUNDARY ELEMENT METHOD[J]. Engineering Mechanics, 1992, 9(3): 136-142.

Catalog

    Article Metrics

    Article views (1001) PDF downloads (294) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return