1) lateral stiffness of the bolting
锚杆侧向刚度
2) 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。
3) lateral stiffness
侧向刚度
1.
Analysis of lateral stiffness for R C frames with special-shaped columns;
钢筋混凝土异形柱框架结构侧向刚度分析
2.
The calculation method of lateral stiffness in the condition of frame-shear wall cooperation are used,the lateral stiffness ratio between the first and second storey are calculated and the conclusion that lateral stiffness could not meet practice s need when the first and second storey were provided with the same structure and h_1/H>0.
利用框架-抗震墙协同工作计算侧向刚度的方法,计算分析了层1,2侧向刚度比,得出了在层2与底层结构布置完全相同的情况下,当h1/H>0。
3.
The layout affects the lateral stiffness of the structure.
某钢筋混凝土高层框架核心筒结构角部沿竖向设置了跨越3层的内凹阳台,使得局部楼层平面不能形成封闭的外框架边梁,由此对结构的整体侧向刚度造成了一定的削弱。
4) lateral stiffness ratio
侧向刚度比
1.
Compared with the lateral stiffness ratio limit value of seismic code,the seismic capacity of the structure with different lateral stiffness ratio is analyzed and some conclusions are listed.
在基于性能/位移抗震设计思想下,通过动力时程分析,研究了底部两层框剪砖房结构在不同地震强度作用下的弹塑性反应和变形特征;针对《规范》中对底部两层框剪砖房结构侧向刚度比的限定条件,研究了不同侧向刚度比条件下结构的抗震能力,得到了相关结论。
5) ratio of lateral stiffness
侧向刚度比
1.
The ratio of lateral stiffness of R.
用PKPM软件研究梁式转换层的混凝土异形柱框架结构体系的上、下侧向刚度比的合理取值,通过分析不同刚度比对结构内力和侧移的影响,得出了该体系在非抗震设防和7度(0。
6) deformed rato contour of spudly supporting
锚杆等效线刚度
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。
参考词条