The near resonant response of suspended, elastic cables driven by planar excitation is investigated using a three degree-of-freedom model. The model captures the interaction of a symmetric in-plane mode with two out-of-plane modes. The modes are coupled through quadratic and cubic nonlinearities arising from nonlinear cable stretching. For particular magnitudes of equilibrium curvature, the natural frequency of the in-plane mode is simultaneously commensurable with the natural frequencies of the two out-of-plane modes in 1:1 and 2:1 ratios. A second nonlinear order perturbation analysis is used to determine the existence and stability of four classes of periodic solutions. The perturbation solutions are compared with results obtained by numerically integrating the equations of motion. Furthermore, numerical simulations demonstrate the existence of quasiperiodic responses.
机构:
Huaqiao Univ, Coll Civil Engn, Xiamen 361021, Fujian, Peoples R China
Huaqiao Univ, Fujian Prov Key Lab Intelligent Infrastruct & Mon, Xiamen 361021, Fujian, Peoples R ChinaHuaqiao Univ, Coll Civil Engn, Xiamen 361021, Fujian, Peoples R China
Zhao, Yaobing
Lin, Henghui
论文数: 0引用数: 0
h-index: 0
机构:
Huaqiao Univ, Coll Civil Engn, Xiamen 361021, Fujian, Peoples R ChinaHuaqiao Univ, Coll Civil Engn, Xiamen 361021, Fujian, Peoples R China
Lin, Henghui
Chen, Lincong
论文数: 0引用数: 0
h-index: 0
机构:
Huaqiao Univ, Coll Civil Engn, Xiamen 361021, Fujian, Peoples R ChinaHuaqiao Univ, Coll Civil Engn, Xiamen 361021, Fujian, Peoples R China
Chen, Lincong
Wang, Chenfei
论文数: 0引用数: 0
h-index: 0
机构:
Xiamen Univ Technol, Fujian Univ, Engn Res Ctr Struct Crack Control Major Project, Xiamen 361024, Fujian, Peoples R ChinaHuaqiao Univ, Coll Civil Engn, Xiamen 361021, Fujian, Peoples R China