1) K-type eccentrically braced steel frame
K型偏心支撑钢框架
1.
Influence of axial pressure to the anti-seismic property of K-type eccentrically braced steel frame;
轴心压力对K型偏心支撑钢框架抗震性能的影响
2) K-eccentrically braced steel frame
K形偏心支撑钢框架
1.
K-eccentrically braced steel frames,designed according to the Chinese code for seismic design of buildings,are analyzed by the non-linear time-history method with selected seismic records,then the structural influencing coefficient is investigated.
采用ANSYS软件及大量的地震波记录,对按我国抗震规范设计的K形偏心支撑钢框架结构进行了非线性时程分析,进而对其结构影响系数进行了研究,并分析了结构层数、跨度、自振周期变化与结构影响系数的关系,提出了结构影响系数建议值,为工程设计提供参考。
3) Y-eccentrically braced steel frame
Y型偏心支撑钢框架
1.
The Y-eccentrically braced steel frame has excellent seismic-resistance and energy-dissipation.
Y型偏心支撑钢框架具有很好的抗震耗能能力。
2.
Because link beams are separated from framing cross beams, Y-eccentrically braced steel frame has more special characters and will be applied widely in the future.
Y型偏心支撑钢框架由于耗能梁段与框架横梁相互独立，除具有偏心支撑钢框架的共性外，还具有许多独特优点，有着广阔的应用前景。
4) eccentrically braced steel frames
偏心支撑钢框架
1.
Brace design of K shape eccentrically braced steel frames;
K型偏心支撑钢框架支撑的设计研究
2.
Collapse Mechanism and Design Criteria of Eccentrically Braced Steel Frames under Cyclic Load;
偏心支撑钢框架在循环荷载作用下的破坏机理及抗震设计对策
3.
The numerical example shows that it has simple concept and convenient calculation for solving cross-section optimization design of eccentrically braced steel frames,as well as provides the better approach to real optimization design.
算例结果表明,该方法对解决偏心支撑钢框架结构的截面优化设计具有概念简单以及计算方便的特点,并为实际优化设计提供了较好的求解途径。
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