1) limiting dynamic responding value method
限制动力响应值法
1.
In order to solve the resonance problem of pedestrian and overpass,two basic methods are mainly used in the design:the frequency adjusting method and the limiting dynamic responding value method.
为了解决人桥共振问题,设计上采用的基本方法主要有两种:频率调整法和限制动力响应值法[1];调整结构基频可以通过改变板厚、梁高或结构形式等实现;目前国内外也广泛采用调频质量阻尼器(Tuned Mass Damper,TMD)来限制结构的动力响应。
2) Response limitation
响应限制
3) braking pressure response
制动压力响应
5) Dynamic response
动力响应
1.
Ice-induced vibrational dynamic response of positive pressure jetting and cementing bucket offshore platform;
正压冲固基础海洋平台冰激振动动力响应
2.
Effect of earthquake wave frequency on dynamic response of tunnel;
地震波频率对巷道围岩动力响应的影响
3.
Contact effect on dynamic response of stiffened laminates with a delamination;
含分层损伤复合材料加筋板动力响应分析接触效应
6) dynamical responses
动力响应
1.
The discrete singular convolution (DSC) was introduced for analyzing the dynamical responses of materially nonlinear pole.
引入离散奇异内积法分析材料非线性圆柱的动力响应。
2.
By means of the precise time-integration method and the method of direct integration of state equation, the mode of the time-integration has been discussed on the structural dynamical responses.
采用精细时程积分法及状态方程直接积分法 ,讨论了求解动力响应问题的时程积分方式 。
补充资料：预报响应值
分子式：
CAS号：
性质：简称预报值。是根据所建立的回归方程由自变量值x来预估因变量y的值。
CAS号：
性质：简称预报值。是根据所建立的回归方程由自变量值x来预估因变量y的值。
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