1) foundation subjected to axial bending and compression
偏心受压基础
2) eccentricity of foundation
基础偏心
3) eccentric foundation
偏心基础
1.
A measure is suggested to avoid large foundation dimension caused by small vertical force and large eccentricity in a lightweight steel portal frame by adopting eccentric foundation or surface reinforced foundation.
利用偏心基础、地面配筋基础,解决由于轻型钢门式刚架竖向力小,偏心距大而造成基础面积过大的问题。
4) 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
5) 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
6) foundation's eccentric distance
基础偏心距
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