Vibration test shows that the maximum acceleration response at the bracing top is not related to earthquake magnitude and its frequency characteristics since its sliding force remains unchanged.
动力试验表明，由于耗能支撑滑动荷载不变，它的顶点最大加速度反应同地震大小及其频率特性无关。
The response acceleration and its maximum of a package with SDOF have been calculated according to the transient oscillation theory and response reiterative effects under impetus of repetitive shocks.
根据瞬态振动理论和重复冲击下响应迭加效应，计算单自由度包装件的响应加速度及其最大值。
The acceleration time response graphs at desired positions were presented under three load conditions: the maximum dynamic pressure, before separation, after separation.
给出了最大动压、一二级分离前和分离后三种工况下卫星结构的加速度响应历程。
Finally, earthquake force based on maximum site acceleration and response spectrum to different design criterion for different type of site was determined.
最后，根据反应的结果提出不同类型场地的各设防水准的地震影响系数。
Finally, earthquake force based on maximum site acceleration and response spectrum to different design criterion for different type of site was determined.
最后，根据反应的结果提出不同类型场地的各设防水准的地震影响系数。
应用推荐