张拉整体结构的动力学等效建模与实验验证1) |
陈占魁, 罗凯, 田强 |
DYNAMIC EQUIVALENT MODELING OF TENSEGRITY STRUCTURES AND EXPERIMENTAL VERIFICATION1) |
Chen Zhankui, Luo Kai, Tian Qiang |
图5 离散模型随$n$和$c$变化的前两阶固有频率均方根误差 |
Fig.5 RMS (root-mean-square) error in the first two natural frequencies of the discrete bar as the function of $n$ and $c$ |