张拉整体结构的动力学等效建模与实验验证1)
DYNAMIC EQUIVALENT MODELING OF TENSEGRITY STRUCTURES AND EXPERIMENTAL VERIFICATION1)
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 |
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DYNAMIC EQUIVALENT MODELING OF TENSEGRITY STRUCTURES AND EXPERIMENTAL VERIFICATION1) |
| Chen Zhankui, Luo Kai, Tian Qiang |
| 图10 压力与压缩位移曲线在不同结构参数下的对比: (a) 杆截面半径变化; (b) 杆模量变化; (c) 绳索预张力变化 |
| Fig.10 Comparison for the compressive forces versus displacements under different structural parameters: (a) Cross-section radii of bars; (b) moduli of bars; (c) pretensions of strings |
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