1) asymmetric reinforcement
不对称配筋
1.
The limit of dimension eccentric compression under the situation of rectangle asymmetric reinforcement
矩形截面不对称配筋下大小偏心受压的界限
2) symmetrical reinforcement
对称配筋
1.
Error causes have been analyzed on the calculation method of Design Code for Hydraulic Concrete Structures revised edition about calculating symmetrical reinforcement members with small eccentric compression.
分析了新修订的《水工混凝土结构设计规范》中关于对称配筋小偏心受压构件配筋计算方法产生较大误差的原因,在此基础上,提出了对称配筋小偏心受压构件配筋计算方法的改进建议。
2.
A new calculation method is given for small eccentric compressive members with symmetrical reinforcement which are extensively used in engineering.
特别是对工程上大量应用的矩形截面对称配筋小偏压构件提示了简捷的设计方法，与以往的近似计算方法相比具有物理概念明确，精度高，方法简捷的特点。
3) symmetric reinforcement
对称配筋
1.
Direct calculation of symmetric reinforcement for rectangular cross sectional little eccentric compression member;
矩形截面小偏心受压构件对称配筋的直接计算
2.
In this paper, an explicit example was given for the calculation method of symmetric reinforcement for normal section of cross (+) -shaped reinforced concrete column under eccentric compression.
本文对十字形截面偏心受压柱正截面对称配筋的计算方法 ,予以详细的举例说
4) Unsymmetrical disposed reinforcing bar
非对称配筋
1.
Based on the analysis of bearing-force and the derives of basic formula of little eccentric pressed members of unsymmetrical disposed reinforcing bar,a simplified calculation formula is introduced in this paper.
通过对小偏心受压构件的受力分析及其公式推导 ,提出了非对称配筋小偏心受压构件的简化公
5) asymmetric ligand
不对称配体
6) Asymmetry coordination
不对称配位
补充资料：不对
1.不答。 2.不合;不睦。 3.不够格。 4.不正常。 5.不正确，错误。
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