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1)  eccentric support
偏心支承
1.
Displacement analysis of 60° curved box-girder bridges with two spans considering the eccentric support;
考虑偏心支承影响的两跨60度弯箱梁桥位移分析
2.
Influence of eccentric support on internal forces of 30° curved box-girder bridges with two spans;
偏心支承对两跨30度弯箱梁桥内力的影响
3.
Influence of eccentric support on displacement of 30° curved box-girder bridges with two spans;
偏心支承对两跨30度弯箱梁桥位移的影响
2)  eccentric bearing
偏心轴承
3)  supporting spindle
支承心轴
4)  pivot journal
中心支承
5)  eccentrically braced frames
偏心支撑
1.
Reflection of earthquake load on eccentrically braced frames with different height-width ratio;
不同高宽比偏心支撑框架在地震作用下的反应
6)  eccentric brace
偏心支撑
1.
Using eccentric braces to reduce the response of torsional vibration in irregular high-rise building;
使用偏心支撑减小不规则高层建筑的扭转振动效应
2.
We need to consider the combination of horizontal movement and torsion; there is a difference between results of spectrum and elastic time-history analysis, which is no more than 20%; eccentric brace does yield when countering rare earthquake to absorb earthquake energy; strengthened stories pla
3s,为柔性结构,扭转效应明显;对于这类平面布置不规则的结构,需考虑平扭耦合的振型组合方式;地震响应反应谱分析结果与地震响应时程分析结果有一定差异;罕遇地震下偏心支撑框架耗能梁首先屈服,起到了耗能的作用;加强层在限制结构变形方面起到了非常重要的作用。
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。
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