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13 不同绳索和杆刚度比$k_sb$下前六阶固有振型图 |
Fig.13 The first six natural modes of vibration under different stiffness ratios of strings and bars $k_sb$ |