1) site acceleration
当地加速度
2) equivalent acceleration
当量加速度
1.
We intoduce two methods for finding accerleration instantaneous center: analytic method and geometric method, and we introduced the concept of equivalent acceleration, thus making the method for finding the acceleration of the point in the plane figure be simpler and quicker and noticeable than the common used base point mehod.
本文介绍了求加速度瞬心的两种方法：解析法和几何法，并引入了当量加速度的概念，从而使求平面图形上点的加速度问题比普遍采用的基点法简捷而又直观。
3) current acceleration model
当前加速度模型
4) equivalent electric field acceleration
电场当量加速度
1.
An equivalent electric field acceleration was derived to describe EHD enhancement of condensation based on the electrohydrodynamic enhancement of condensation heat transfer theories.
在分析电水动力学(EHD)强化凝结换热理论的基础上,提出了电场当量加速度的概念。
5) seismic acceleration
地震加速度
1.
Comparing the conventional reliability results with the reliability results with considering the spatial variability of soil parameters,a conclusion is drawn that the horizontal seismic acceleration,soil parameters and spatial variability have significant impact on the slope stability.
结合Morgenstern-Price条分法和Monte-Carlo数值模拟方法,采用拟静力的方法考虑水平和竖向地震加速度的作用,运用可靠度理论分析了地震效应和土性参数对土坡稳定性的影响,且将常规的可靠度分析结果和考虑土性参数空间变异性的可靠度分析结果进行了对比,计算结果表明:水平地震加速度、土性参数及其空间变异性对土坡稳定性具有显著的影响。
2.
With the exceeding probability curve of seismic acceleration,the expression of the curve can be obtained by curve fitting method,and also the probability density function of the seismic acceleration is obtained.
根据水平向地震加速度超越概率曲线,通过曲线拟合得到曲线的表达形式,从而获得地震加速度的概率密度函数;通过建筑结构的以易损性指数表达的易损性矩阵及多个城市的数据处理,得到建筑结构破坏程度即易损性指数的概率密度函数;最后通过上述的地震危险性分析和建筑结构的易损性分析就可以评估地震潜在风险。
6) surface acceleration
地表加速度
1.
Effect of soil liquefaction on response spectrum of surface acceleration;
液化土层对地表加速度反应谱的影响
补充资料：法向加速度
（见加速度）。
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