1) Seat Interference
座位干扰
2) disturbances of multi-support
多支座干扰
1.
The dynamic models of high-rise building structures with basement under the disturbances of multi-support are established and corresponding time-history analysis programs are compiled.
建立了带地下室高层结构在多支座干扰条件下的动力计算模型,编制了相应的时程分析程序,对地下室底板和顶板同时输入地震激励,考察了结构的动力反应并与惯常采用的单支座干扰时程分析结果进行了比较。
3) interference location
干扰定位
1.
Satellite interference location based RBF neural network method;
通信卫星干扰定位的RBF神经网络方法
4) phase interference
相位干扰
1.
Analysis and elimination of power frequency phase interference in Frank-Hertz demonstration experiment;
夫兰克-赫兹演示实验中工频的相位干扰分析与消除
5) displacement interference
位移干扰
1.
The displacement interference equation,kinematic differential equation and its solving method were given out,and a calculation of living example was advanced.
文中对滚动轴承由自身位移干扰激励的动力学模型进行了研究。
6) interference displacement
干扰位移
1.
The semi guatitative method is suggested to determine the slide direction on the base of analysis of the layered rock slope structure, and the most disadvantageous interference displacement is determined.
文中以层状岩质边坡结构分析为基础 ,提出了确定滑向的半定量方法 ,并进一步确定出最不利干扰位移。
补充资料：摆放式干扰机(见通信干扰设备)
摆放式干扰机(见通信干扰设备)
hand-emplaced jammer
baifongshi gQnraoii摆放式干扰机(hand一emplaeed jam;ner)见通信干扰设备。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条