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1)  equivalent lateral stiffness
等效侧移刚度
1.
As for wall segment with no holes, formulas of equivalent lateral stiffness of storey.
首先分析了国内外关于砌体结构抗震设计现状,针对建筑抗震设计规范(GBS0011-2001)中层间墙段等效侧移刚度问题,提出了一种新的计算方法。
2)  frame equivalent bend-shear beam element
框架侧移刚度等效
3)  anti-roll equivalent stiffness
抗侧滚等效刚度
1.
In order to overcome the harmful effects caused by anti-roll torsion bar,the technical strategy which can be able to promote what is beneficial and get rid of what is harmful,was proposed by the concept of anti-roll equivalent stiffness.
为了克服抗侧滚扭力杆所产生的有害作用,应用抗侧滚等效刚度概念提出了改进的技术对策。
4)  effective cornering stiffness
等效侧偏刚度
1.
Tire cornering characteristics can be accurately reflected by effective cornering stiffness which is an important parameter in research of vehicle handling and stability.
等效侧偏刚度精确地反映了轮胎的侧偏特性,是汽车操纵稳定性研究中的重要参数。
5)  equivalent lateral stiffness ratio
等效侧向刚度比
1.
Based on finite element analysis of high-rise buildings whose transfer stories are set at the first story and act as open floor,this paper discusses three types lateral stiffness control parameters of transfer story: story lateral stiffness ratio,equivalent shear stiffness ratio and equivalent lateral stiffness ratio.
通过一系列在首层架空层设置转换层的高层建筑的有限元分析,对楼层侧向刚度比、等效剪切刚度比和等效侧向刚度比三种转换层结构侧向刚度控制参数进行了探讨。
6)  lateral stiffness
侧移刚度
1.
Control analysis on the ratio of the first story and second story lateral stiffness for masonry building with frame structure at the first story;
房屋框架抗震墙与底层侧移刚度比控制分析
2.
If the stiffness of the floor stab can be considered as rigid enough,the lateral stiffness of the correlative columns could be calculated directly using conventional D-value method.
如果考虑楼板的刚度足够大,利用传统的D值法可以直接计算出相关柱的侧移刚度。
3.
It is complex to calculate accurately the lateral stiffness of shear walls of transitional story of masonry building with frame-wall structure at bottom story.
过渡层抗震墙侧移刚度的计算较复杂。
补充资料:轮胎侧偏刚度
轮胎侧偏刚度为轮胎侧偏力与侧偏角的比值:k=F/a,式中k为侧偏刚度,F为侧偏力,a为侧偏角。侧偏刚度单位为N/rad。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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