摘要
将弹性连杆机构的构件视为质量连续分布的弹性体，依据弹性体振动理论求解机构的固有频率、主振型及ＫＥＤ响应。与有限元法相比，本方法模型精确、概念清晰简明。
In this papar,the members of planar linkage are regarded as elastic objects,whose mass is distributed continuously.The natural frequencies,modes of vibration and the KED response can be solved upon the theory of elastic object vibration. In comparison with finite element method,the new method has an accurate model and clear concepts.By this method,the calculation of response can be quicker and more accurate.
出处
《河北理工学院学报》
1997年第3期11-20,共10页
Journal of Hebei Institute of Technology
