1) eccentric patch loading
小片荷载偏心作用
1.
Based on the latest experimental study,the load carrying capacity of the thin-walled steel I-girders subjected to eccentric patch loading has been analyzed.
引用国外最新的试验研究,对薄壁工字形钢梁在小片荷载偏心作用下的承载力问题进行了研究。
2.
Because of the highly concentrated loading and eccentric loading, it is difficult to predict the failure mode and the ultimate bearing capacity when the thin-walled steel I-girders are subjected to eccentric patch loading.
薄壁工字形钢梁在小片荷载偏心作用下,由于荷载的局部高度集中,再加上本身加载有偏心,其破坏模式和承载力的估计是一个很复杂的问题。
2) eccentric load
偏心载荷
1.
Failure theory and experiment of the tray in roadway roof with eccentric load;
偏心载荷作用下煤巷顶板托盘失效的理论与实验分析
2.
Owing to construction,the FRP bolt is often under eccentric load which is harmful for bolt by theory analysis.
玻璃钢锚杆作为煤帮支护的理想材料,由于施工等原因经常受到偏心载荷作用,理论分析表明偏心载荷作用是煤帮锚杆极为不利的受力状态。
3) eccentric load
偏心荷载
1.
Accurate method for calculating definite rectangular base foundations under eccentric loads;
偏心荷载作用时矩形基础底面面积最小值的计算
2.
Calculation of the spatial instability problem for the simply supported l-beam under the eccentric loads;
简支工字梁在偏心荷载下空间失稳问题的计算
3.
The exact formula for calculating the moment of single foundation under uniaxial eccentric load;
单向偏心荷载作用下柱下独立基础弯矩的精确计算公式
5) load eccentricity
荷载偏心
1.
In order to understand the bearing capacity of steel column in fire after partial damage of fire retardant coating (FRC), calculation and analysis using differential equation of equilibrium are carried out to predict the bearing capacity of hinged steel column with initial flexure and load eccentricity suffering partial damage of FRC.
为了得到火灾下防火涂料局部破损后钢柱的承载力,根据平衡微分方程,对防火涂料破损后有初弯曲和荷载偏心的两端铰接钢柱的极限承载力进行了计算和分析。
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