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1)  limit of dimension eccentric compression
大小偏心受压的界限
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)  little eccentric compression
小偏心受压
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
3)  variable eccentric compression judgment
大小偏心受压判别
4)  large eccentric compression
大偏心受压
1.
Calculation of bearing capacity for steel reinforced concrete=column subjected to large eccentric compression load;
钢骨混凝土大偏心受压柱承载力计算
5)  critical central angle in compression
界限受压圆心角
6)  compression member with small eccentricity
小偏心受压构件
1.
The paper presents an approximate method of calculating ξ by using a first order multinomial of best approximation to simplify the basic formula in section design of symmetric reinforcement for compression member with small eccentricity,which results indicate that the method was higher accuracy and relative lower error than that of code s formula.
对小偏心受压构件在对称配筋情况下的截面配筋计算,提出用最佳一次逼近多项式简化基本公式,直接按二次方程求解ξ的近似方法,具有精度高,相对误差小,计算方便等优点,可供工程设计人员参考。
补充资料:大小


大小


  中药材的体积、面积的多少。
  
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