stationary random process meaning in English
固定随机过程
平稳随机过程
Examples
- Stationary random process
平稳随机过程 - Therefore , the method that unstable random process turned stationary random process was put forward . quasi - error data were made and aiming errors were visible modified base on stationary random process
在乎稳化的基础上进一步拟合误差序列，经平稳化处理后的瞄准误差得到了明显的修正。 - The two - dimensional statistical model of terrain is described by planar non - stationary random process and function w - m in topography . on the basis of the statistical model of terrain , the simulated digital maps are produced by computer
对仿真中用到的二维随机过程和分形学中的w - m函数产生地形数学模型的方法做了讨论，采用二维随机过程的方法产生了数字仿真地图。 - The stochastic structure and stochastic intelligent truss structure are taken as research object in this paper . the analytical model and method of the structural dynamic characteristic are investigated . when the applied forces are random excitation or random process ( stationary random process or non - stationary random process ) excitation , the structural dynamic response , the active vibration control for the intelligent structure , the optimal placement of the sensor and the actuator and the optimization of the feedback gains of the closed loop control system for the intelligent structure , and the effects of the structural parameters on the active vibration control et al are all studied systemically
本文以随机结构和随机智能桁架结构为对象，对结构动力特性分析模型与求解方法进行了研究；对结构在随机力或随机过程（平稳随机过程或非平稳随机过程）激励下，结构的动力响应、结构的振动主动控制、智能结构中作动和传感元件配置位置与闭环控制系统增益优化、结构参数对振动主动控制效果的影响等问题开展了全面而系统的研究。 - Based on the mathematical model for analyzing the seismic responses of submerged tunnels proposed by choshiro tamura and shunzo okamoto , the analytical model for calculating the stochastic earthquake responses of the whole underground structure was proposed and the formulas for evaluating the stochastic characteristics of the underground structural seismic responses were derived . the dynamical mean - square responses of the nanjing changjiang tunnel under gauss stationary random process were calculated . 3
2将日本田村重四郎?冈本舜三提出的沉埋隧道地震反应分析的数学模型应用于地下结构随机地震反应分析，利用数值分析方法建立了隧道整体随机地震反应分析的数学模型，得到了地下结构整体随机地震动力响应数字特征的数学表达式，为地下结构整体随机地震反应分析及动力可靠度的研究提供了一种分析途径。