1) non-uniformly distributive reinforcement
非均布配筋
1.
Computation of non-uniformly distributive reinforcement of retailing piles with round section;
圆截面抗滑桩非均布配筋计算方法
2) non-uniform reinforcement
非均匀配筋
1.
Based on presumed plane-section,formulas of non-uniform reinforcement for normal section of flexual members with ring section were deduced.
在平截面假定的前提下,推导了钢筋混凝土环形截面受弯构件正截面非均匀配筋的计算公式,并且应用M athCAD数学工具软件对某一环形截面均匀及非均匀配筋方式分别进行了不同弯矩作用下的配筋计算。
3) network-like non-uniform distribution
网络筋非均匀分布
4) uniform steel
均匀配筋
1.
On the basis of primary formulas of normal bearing capacity of concrete members with round cross?section subjected to eccentrically compressive loads , and considering the stress characteristics of the cast?in?place pil e with round cross section in the engineering of foundation pit, the calculatin g formulas of uniform steel in the cast?in?place pile are deduced.
在圆形截面均匀配筋偏心受压混凝土构件的正截面承载力基本计算公式的基础之上 ,结合基坑工程中圆截面灌注桩的受力特点 ,推导了灌注桩均匀配筋计算的有关公式 ,并以此为基础 ,利用可视化编程软件Delphi 6 。
5) balanced reinforcement
均衡配筋
6) reinforcement arrangement distribution along the bar
配筋分布
1.
<Abstrcat> By using structural mechanics method, the stiffness matrix of reinforced concrete space bar with invariant reinforcement arrangement distribution along the bar has been derived; the nonlinear behavior of space bar member is described by the nonlinear behavior of several Gauss Quadratic place sections.
针对现有钢筋混凝土空间杆件非线性分析模型进行了评述,应用结构力学方法推导得到了沿杆长配筋分布均匀的钢筋混凝土空间杆件的非线性单元刚度矩阵,建立了应用高斯积分点所在截面的非线性性质描述钢筋混凝土空间杆件非线性的计算过程。
补充资料：非想非非想处天
1.佛教语。即三界中无色界第四天。此天没有欲望与物质﹐仅有微妙的思想。
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