1) 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。
2) 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
3) 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
4) 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
5) eccentric compression symmetric eccentric compression column
偏心受压对称配筋柱
1.
specimen of eccentric compression symmetric eccentric compression column strengthening by double encircling;
偏心受压对称配筋柱用双面围套补强实例
补充资料：对称与非对称
反映客观事物在结构、功能、时空上的特殊联系的范畴。对称指事物以一定的中介进行某种变化时出现的不变性，非对称指事物以一定的中介进行某种变化时出现的可变性。在自然界中普遍存在，形式多样。对称有空间对称(包括形象对称和结构对称)、时间对称、概念对称等。
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