The patented emulated-current-mode architecture provides superior load transient response in low duty cycle applications that are not addressable by traditional current mode control.
已获专利的仿电流模式结构在不能由传统电流模式控制进行编址的低占空比应用下，提供了出色的负载瞬态响应。
Transient lateral response of pile subjected to lateral impulse load at the pile head is studied.
解析地研究了桩顶受到横向冲击荷载时桩的瞬态横向动力响应。
Then, transient response of vertical displacement, vertical stress and pile-soil stress ratio of some nodes in the elastic subgrade are computed in one single load cycle.
采用桩土分析法，计算分析在一个荷载周期内，弹性路基内各研究节点的位移、竖向应力、桩土应力比的瞬态响应。
In the case of fluid load the radial displacement in transient response mode tends to zero, and the porewater pressure varies relatively smoothly.
球壳内作用有流体压力时在瞬时响应模式下位移趋近于零，而孔隙水压力变化相对平缓。
The chip is adopted current-mode control, so that either its response to the supply voltage or its transient response to load changes is fast.
该芯片采用电流模控制方式，因此对电源电压的响应和对负载变化的瞬态响应迅速。
The study of random load and transient response for rear frame of shovel loader model ZL50 using modern test means and data processing is discussed.
本文论述了应用现代测试手段和数据处理方法，研究ZL 50装载机后车架的随机载荷与瞬态响应。
At last, the transient dynamic response of buried tunnel in partially saturated soil under blast load is studied.
最后，研究了准饱和土体中埋置的半封闭隧道在爆炸荷载下的瞬态动力响应问题。
In this paper a method is presented for analyzing the dynamic response of a buried frame structure subjected to a blast moving wave load of a transient nature.
本文研讨了一种就承受短瞬移动作用爆炸行波荷载的浅埋框架结构进行动效分析的方法。结构系按弹性土体介质内具有分布质量的连续体系进行计算。
In this paper a method is presented for analyzing the dynamic response of a buried frame structure subjected to a blast moving wave load of a transient nature.
本文研讨了一种就承受短瞬移动作用爆炸行波荷载的浅埋框架结构进行动效分析的方法。结构系按弹性土体介质内具有分布质量的连续体系进行计算。
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