波作 meaning in English
namisaku
Examples
- We will do whatever we can to reduce the opportunities to speculate in the stock and futures markets
我们将尽一切力量，减少投机者在证券和期货市场兴波作浪的机会。 - And it seemed she was like the sea , nothing but dark waves rising and heaving , heaving with a great swell , so that slowly her whole darkness was in motion , and she was ocean rolling its dark , dumb mass
她仿佛象个大海，满是些幽暗的波涛，上升着，膨胀着，膨胀成一个巨浪，于是慢慢地，整个的幽暗的她，都在动作起来，她成了一个默默地蒙昧地兴波作浪的海洋。 - Characteristics of nd : gdvo4 is researched and its important parameters are given at the meantime . some experiments are made about ld - end - pumped nd : gdvo4 cw 1 . 06u m . some conclusions are drawn , when the incident pump power is 8w , the output power is 3 . 85w
详细研究了nd : gdvo _ 4晶体的激光特性，并给出它的一些重要光学特性参数；对ld端面泵浦nd : gdvo _ 41 . 06 m的连续波作比较全面的实验研究，从而得出一些结论。 - It is shown by structural seismic response of four wavelets that littlewood - paley wavelet is not suitable for structural seismic response , because structural response is too small , meyer wavelet is a better wavelet for structural seismic response , for it ' s structural response is agreement with the finite element method , and also harmonic wavelet , structural response under earthquake is a little bigger than finite element method , structural response under odd exponent wavelet is also bigger than finite element method , this method is very simple by wavelet transform , wavelet transform method is different from old methods , one is with which not only knows the effects of earthquake wave detail frequency - band on structural response , but also considers earthquake wave ' s non - stationary of frequency and time - domain value , another is the second mode shape and higher mode shape response that do n ' t attenuate so fast
通过对这四种小波的结构地震反应分析研究说明： littlewood ? paley小波不适合于用来作结构地震反应分析，因为在littlewood ? paley小波下的结构地震反应太小，不符合实际情况；用meyer小波作结构地震反应分析比较合适，和有限元法的结果比较接近；也可以用谐波小波来作结构地震反应分析，只是在谐波小波下的结果略为偏大；单边指数小波下的结构地震反应分析比有限元法稍大一点，它通过小波变换大大简化了结构地震反应分析。用小波变换方法来进行结构地震反应分析和以往方法不同的是：它不仅可以知道地震波的具体频率段对结构反应的影响，而且同时考虑了地震波的幅值非平稳性以及频率非平稳性；另外与以前方法得到的结果有差异的是，第二振型及以后的高一点的振型的反应没有以前的方法衰减得快。