偏心支撑钢框架,eccentrically braced steel frames
1)eccentrically braced steel frames偏心支撑钢框架
1.Brace design of K shapeeccentrically 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 ofeccentrically 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。
英文短句/例句
1.Structural Influencing Coefficient of Eccentrically K-braced Steel Frames;K型偏心支撑钢框架的结构影响系数
2.Elasto-plastic Dynamic Analysis of Y-eccentrically Braced Steel Frame;Y型偏心支撑钢框架弹塑性动力分析
3.Research of Anti-Seismic Capability of EBSF Used in High Buildings;高层建筑偏心支撑钢框架抗震性能的研究
4.Dynamic Analysis of Eccentrically Braced Steel Frame in High-rise Building;高层偏心支撑钢框架结构动力反应分析
5.Structure influencing coefficient of the herringbone eccentricity supporting rigid frame人字形偏心支撑钢框架的结构影响系数
6.The influence of Y-Eccentrically Braced Steel Frames seismic of mounting viscoelastic dampers阻尼器布置对Y型偏心支撑钢框架抗震的影响
7.Optimization Design Method of Link Beam in Eccentrically Braced Steel Frame偏心支撑钢框架结构耗能梁段的优化设计方法
8.Elastoplastic seismic response analysis of a high-rise eccentrically braced frame structure高层偏心支撑钢框架弹塑性地震反应分析
9.Performance of Y shape eccentrically braced steel frames under cyclic loadY型偏心支撑钢框架受力性能有限元分析
10.Research of Active Beam Link Length and Brace Types of Ebsf Used in High-Rise Buildings;高层建筑偏心支撑钢框架耗能梁段长度以及支撑形式研究
11.Research on the Seismic Performance of Steel Frame-concrete Core Tube Structures with Eccentrical Braces带偏心支撑钢框架-混凝土核心筒结构抗震性能研究
12.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
13.Research on Some Issue of Link-to-column Connection in Steel Eccentrically Braced Frames;偏心支撑钢框架结构中耗能梁—柱节点的若干问题研究
14.Experimental and Theoretical Study of D-Type Eccentrically Braced Steel Frames with Reinforced Connection under Cyclic Loading;梁柱节点加强D型偏心支撑钢框架滞回性能的试验与理论研究
15.The Experimental and Theoretical Study on the Over-all Seismic Behavior of D-Type Eccentrically Braced Frames;D型偏心支撑钢框架整体抗震性能的试验与理论研究
16.The Analysis of Seismic Fortification of High-rise EBSF with Viscoelastic Dampers;设有粘弹性阻尼器的高层偏心支撑钢框架结构的抗震性能研究
17.Behavior Study of K Shape Eccentrically Braced Steel Frames under Cyclic Load;K型偏心支撑钢框架在循环荷载作用下的性能研究
18.The Analysis of Seimsic Fortification of High-Rise EBSF with Viscoelastic Damper;设置粘弹性阻尼器的高层偏心支撑钢框架抗震性能的研究
相关短句/例句
Y-eccentrically braced steel frameY型偏心支撑钢框架
1.TheY-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。
3)K-type eccentrically braced steel frameK型偏心支撑钢框架
1.Influence of axial pressure to the anti-seismic property ofK-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
4)K-eccentrically braced steel frameK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。
5)High-rise eccentrically braced steel frame高层偏心支撑钢框架
6)herringbone eccentricity supporting rigid frame人字形偏心支撑钢框架
1.Structure influencing coefficient of theherringbone eccentricity supporting rigid frame人字形偏心支撑钢框架的结构影响系数
延伸阅读
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27)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39)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411)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
