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1)  bolt's side rigidity factor
杆侧刚度因子
2)  lateral stiffness of the bolting
锚杆侧向刚度
3)  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。
4)  Cornering stiffness
侧偏刚度
5)  lateral rigidity
侧向刚度
1.
Compare with under frame anti-shake wall structure opening the hole wall lateral rigidity algorithm;
底框—抗震墙结构开洞墙体侧向刚度算法比较
2.
The impact of the story with outriggers on the lateral rigidity of the structure was studied using the finite element method,and the calculation result and the executing plan were given out.
通过结构优化设计改善了建筑物平面布置,降低工程造价;采用有限单元法,研究了加强刚性层对结构侧向刚度的影响,提出了相应的计算结果和实施方案。
3.
Then,based on the thermal stress and its distributed regulation of large area floor,several details,such as tempture load,lateral rigidity of vertical structure member are given.
介绍了青岛国际会展中心二期工程中超长连续预应力梁的设计方案,着重就竖向构件侧向刚度对梁预应力效应的影响、各种张拉方案进行了分析比较;并对结构中大面积楼盖温度应力的大小、分布规律进行研究,分析过程中考虑了温度荷载的确定、竖向构件侧向刚度、徐变等主要因素的影响,最后提出相应的预应力设计方案。
6)  lateral stiffness
抗侧刚度
1.
Optimal analysis for lateral stiffness of shear wall in mid-highrise RC frame-shearwall structure with special-shaped columns;
中高层异形柱框-剪结构的剪力墙抗侧刚度优化
2.
Optimal lateral stiffness of tall building based on initiative control;
基于主动控制的高层结构最优抗侧刚度
3.
Analysis of lateral stiffness influence on the prestressing force of frame;
框架抗侧刚度对后张预应力效应影响分析
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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