Abstract: n order to investigate hanger’s characters of auto-adaptation vibration isolation, it was used the promoted Stribeck friction model in which the effects of both pressure and relative velocity to the glide friction force influence were concerned. According to the improvement of the friction model frame structure design, Runge-Kutta numerical method was used to calculate the hanger free response, forced response and the shock response. Results indicate that the excitation of the hanger in cosine, both for high amplitude (30 mm) low frequency [ω=0.1 ωn→ωn]and low amplitude (5 mm) [ω=1.4 ωn→6 ωn] hase good isolation. Also, it indicates that the system has a certain amount of resistance to shock.

Key words: Ivibration and wave, vibration isolation, Stribeck, friction damping

摘要： (研究一种新型吊架的隔振特性。引入改进型Stribeck摩擦模型，该模型综合考虑正压力及相对速度对滑动摩擦力的影响，由此得到在宏观滑动条件下的摩擦力函数。根据改进的摩擦模型设计吊架结构，使用Runge-Kutta数值方法计算该吊架的自由响应、强迫响应及冲击响应。结果表明：该型吊架在余弦激励作用下，对高幅值（ 30 mm）低频段[ω=0.1 ωn→ωn]和低幅值（5 mm）高频段[ω=1.4 ωn→6 ωn]这两种的工作状态均有良好的隔振能力。表明该系统也具备了一定的抗冲击能力。

关键词: 振动与波, Stribeck, 摩擦阻尼, Runge-Kutta法, 隔振抗冲