2) eccentric compression
偏心受压
1.
Study on eccentric compression of rapidwall with concrete filled every one or more holes;
纤维增强石膏板隔孔灌注混凝土偏心受压性能研究
2.
Experimental study on deformation performance of median long columns with Yellow River silt cellular bricking structures subjected to eccentric compression;
黄河淤泥多孔砖砌体中长柱偏心受压变形性能试验研究
3.
Study of stress-strain relation of concrete filled steel tubular eccentric compression column;
钢管混凝土偏心受压应力-应变关系模型研究
3) Eccentric pressure
偏心受压
1.
Using the real stress\|strain relation of concrete material,a method to determine the ultimate load of concrete circular\|section column under eccentric pressure is discussed,and an ultimate load versus eccentricity curve is obtained.
采用规范规定的混凝土应力 -应变关系 ,对圆形截面混凝土偏心受压构件的极限承载力作了理论分析和计算 ,得到极限承载力 -荷载偏心距曲
5) 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
6) eccentrically compressed column
偏心受压柱
1.
Taking the parameters of load eccentricity e_0/h,slenderness ratio l_0/h as variables,bond-slip tests were carried out on 20 SRC eccentrically compressed columns.
以荷载偏心距 e_0/h、构件长细比 l_0/h 为主要参数,进行了20根型钢混凝土偏心受压柱的粘结滑移性能试验,观察了试件的破坏形态,分析了型钢混凝土内部粘结应力和滑移的分布规律。
补充资料：在AutoCAD中偏心圆锥与偏心圆台实体的画法
现在要画一个偏心圆锥,底面在WCS的XY平面上,圆心(0,0,0),半径100,顶点(300,0,400)在ZX平面上.
1)连接PA,PB. A(-100,0,0) B(100,0,0)
图1
在当前坐标下:
2)延长PA到C,使PA=CA;延长PB到D,使PB=DB;
3)连接CD;
4)以CD为直径画圆;
5)用XLINE命令中的二等分选项作角CPD的角平分线PO,交CD于O;
6)过O作CD的垂线,交圆于E,F;
图2
7)用三点UCS命令,取三点为:O,P,C;
8)过点O作PO的垂线GO,交PC于G;
图3
9)再次用三点UCS命令,取三点为O,F,G;
10)现在就可以画椭圆锥了!
cone-e-c-捕捉O点-捕捉F点-捕捉G点-a-捕捉P点;
图4
11)回到WCS,剖切椭圆锥
SL-选择椭圆锥-回车-XY-回车-捕捉P点.
12)删除辅助线条.
图5
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