1) Mounting,eccentric.
偏心框架
2) 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。
3) eccentrically braced frames
偏心支撑框架
1.
According to the system of resist lateral force,steel structure can divide into unbraced frames,centrically braced frames and eccentrically braced frames.
钢结构框架类型,按其抗侧力体系可以分为:纯框架(UBF)、中心支撑框架(CBF)和偏心支撑框架(EBF)。
2.
Eccentrically braced frames (EBFs) combines the strength and stiffness of concentrically braced frames (CBFs) with the inelastic behavior and energy dissip.
偏心支撑框架结合了中心支撑框架的强度、刚度高和普通抗弯框架的延性、耗能性能好的优点，通过耗能梁段的非弹性变形耗散大量输入结构的地震能量。
4) eccentrically braced frame
偏心支撑框架
1.
In order to draw a conclusion of the energy dissipation property of the link in eccentrically braced frame(EBF), this paper analyses the link in different yield states and presents a method.
对偏心支撑框架消能梁段在不同屈服状态下耗能的计算方法进行了分析 ,对空间杆单元刚度方程的建立进行了理论推导 ,并对结构整体刚度方程的求解步骤进行了详细阐述 ,指出该计算方法的应用
2.
The major tasks of this paper are as follows:The length of active beam has a direct effect on the stiffness, ductility and energy dissipation capability of the eccentrically braced frames.
偏心支撑框架耗能梁段的长度对偏心支撑框架的侧向刚度、延性和耗能能力有很大影响。
5) 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。
6) frame-shear wall eccentric structure
框架-剪力墙偏心结构
1.
Experiment study on vibration mitigation of frame-shear wall eccentric structure using MRD;
框架-剪力墙偏心结构的MRD减振试验研究
2.
The dynamic model of magnetorheological(MR)damper and the experiment system of 3-floor frame-shear wall eccentric structure were built based on Matlab/Simulink software environment and hardware/software resources of dSPACE.
基于Matlab/Simulink软件平台,结合dSPACE实时仿真系统的软硬件资源,建立磁流变阻尼器(MagnetorheologicalDamper,简称MR阻尼器)和框架-剪力墙偏心结构试验控制系统仿真模型,采用RCP技术对此结构模型进行地震反应振动台试验。
3.
The double-sigmoid model of magnetorheological damper (MRD) and the experiment system of 3-floor frame-shear wall eccentric structure was built according to the coupled translation and torsion response control of this structural model using MRD, based on Matlab/Simulink software environment and hardware/software resources of dSPACE (digital signal processing and control engineering).
首先利用Matlab/dSPACE综合试验环境建立可精确描述MRD滞回非线性的双sigmoid模型及框架-剪力墙偏心结构试验控制系统的仿真模型。
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