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 $k_sb$