Through finding, the anchor bolting process is a dynamic state to be forced, and got the variety law of anchor be forced and lateral displacement of the foundation pit.
通过研究发现，锚杆的受力是一个动态受力过程，并且得出了锚杆受力和基坑壁侧向位移的变化规律。
Microtubule dynamic instability allows probing for microtubule anchor sites, and can be coupled to spindle positioning force generation.
微管的动态不稳定性允许探测微管锚网站，并可以结合主轴定位部分的构成。
It could determine the safety factor and bond strength of the anchor cable, then, get dynamic test results of the anchor cable under different geological condition.
通过试验分析，确定锚索的安全系数及粘结强度，获取在不同地质条件下锚索锚固过程中的动态试验信息。
The low strain longitudinal dynamic model of anchor bars-surrounding rock system under impulse force is established. The model is essential to nondestructive detection of anchorage system quality.
建立锚杆–围岩结构系统低应变纵向动力响应的数学力学模型，为研究锚杆结构系统的无损探伤原理及方法提供理论依据。
Through theoretical study, model experiment and numerical simulation, the characteristics of dynamic response with different defects in the anchor bars are studied.
通过理论研究、实验室模型试验和数值模拟试验等技术，研究不同损伤锚杆应力波的传播规律、特性。
Consequently, the analysis of relationship between dynamic parameters and anchor-bar aixal force are performed, and the influence of dynamic parameters on anchor-bar aixal force are concluded.
然后，对锚杆岩土体系统进行了参数影响分析，归纳了模型主要参数对锚杆岩土体系统轴力峰值响应的影响情况。
Consequently, the analysis of relationship between dynamic parameters and anchor-bar aixal force are performed, and the influence of dynamic parameters on anchor-bar aixal force are concluded.
然后，对锚杆岩土体系统进行了参数影响分析，归纳了模型主要参数对锚杆岩土体系统轴力峰值响应的影响情况。
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