摘要
非线性系统在不同力幅的正弦激励时，其频率响应函数将随力幅而变化。本文在研究非线性系统广义频率响应函数表达式的基础上，导出一种适用于复杂结构中非线性元件位置分布的判断方法。
When a series of different levels of sine excitation force is imposedon a non linear testing structure, the response data vary with the force. Based on the equation of General Frequency Response Functions (GFRF) of the non linear dynamic systems, in this paper, the difference is applied to detect the non linear element positions in a complex structure.
出处
《计算力学学报》
CAS
CSCD
1999年第3期283-287,共5页
Chinese Journal of Computational Mechanics
