1) ultimate curvature of compressed section with small eccentricity
小偏心受压截面极限曲率
3) 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
4) 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
5) inequiaxial l-shaped R.C.columns subjected to biaxially eccentric loading
不等肢L形截面双向偏心受压柱
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：截面曲率
截面曲率
sectional curvature
截面曲率汇，犯柱佣目~撅;ee料。o。”曲冲加朋3.a]，亦称截曲率 可微R正仃以nn流形M在一点p沿一个二维平面“的方向(沿在P任M确定“的二重向量的方向)的RIOm.”n曲率(Rlenlannlan cun忍tLu℃). JI .A.C朋opoa撰[补注]
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