1) fuzzy-random mean square values
结构响应的均方值
2) Mean-Square of response
响应均方值
3) Mean square response
均方响应
1.
The non_linear planar mean square response and the random stability of a viscoelastic cable that has a small curvature and subjects to planar narrow band random excitation is studied.
基于Kelvin粘弹性材料本构模型,研究小曲率粘弹性索在窄带随机激励作用下的非线性随机稳定性及均方响应· 首先建立小曲率粘弹性索数学模型;然后提出一种确定粘弹性索均方响应及概率渐近稳定性方法;给出了系统均方稳定对激励带宽、幅值、中心频率等要求;给出系统的稳定区域;最后讨论了材料粘性、波速比及介质阻尼对系统不稳定区域的影响·
2.
This paper presents a dynamic design method in which the mean square responses for certain points (DOF s) on the structure under random excitation are regarded as constraints.
本文提出一种将结构在随机激励下某些点（自由度）上的均方响应作为约束的动力学设计方法。
3.
The numerical results of several kinds of nonlinear random vibration systems with single degreee of freedom show that mean square responses.
对几个典型的单自由度非线性随机振动系统进行了均方响应分析，结果表明，本文所建议的加权列式更接近于精确解，是一种更有效的计算方法。
4) Responsive structure
可响应的结构
5) rms responding instrument
均方根值响应仪表
6) structural response
结构响应
1.
FEM analysis of structural response of supercavitating bodies;
超空泡体结构响应问题的有限元分析
2.
In order to deal with the effect of structural response due to different stiffness on wing and fuselage structure with high aspect ratio,the author proposed an approach by combining a finite element method(FEM) and a full stress design(FSD) to solve this problem.
为了研究大展弦比双机身布局无人机中翼身结构不同刚度对结构响应的影响,本文采用有限元分析与满应力优化相结合来探讨这一问题。
3.
In the past,the study on structural response mainly focused on the effect of vertical ground movement,less considering the effect of multi-dimensional movements.
爆破地震动的地面运动对建筑物的作用是多分量的,以前,主要集中在单向竖直地面运动作用的结构响应方面,很少考虑多维地震动作用下的结构响应。
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