1) symmetrical arrangement
对称配置
1.
The calculation formulas and design procedures for normal section strength design of partially prestressed concrete beam with non prestressed rebar symmetrical arrangement are given, through rigorous mathematical derivation from basic balance requirements of axial forces and bending moments of partially prestressed concrete flexural members.
从部分预应力混凝土受弯构件轴力和弯矩的基本平衡条件出发 ,通过理论推导 ,给出了非预应力筋对称配置的部分预应力混凝土梁正截面强度的设计计算公式和设计步骤 ,并给出了设计算
2) asymmetric configuration
不对称配置;不对称形态
3) orthogonal collocation method of dissymmetry
非对称正交配置法
5) 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。
6) 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
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