1) uniform reinforcement in whole section
全部均匀配筋
2) uniform reinforcement in partial section
局部均匀配筋
3) 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 。
4) 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。
5) Steel bars equally distributed along web
沿腹部均匀配置的纵向分布钢筋
6) uniform blasting
均匀配气
补充资料：瘦筋筋
1.见"瘦精精"。
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