中心支撑钢框架,concentrically X-braced steel frame
1)concentrically X-braced steel frame中心支撑钢框架
1.Based on Code for Seismic Design of Building(GB50011),the paper designs threeconcentrically X-braced steel frames and their structural coefficients are obtained by Push-over analysis.基于《建筑抗震设计规范》(GB50011-2001),设计了三个X型中心支撑钢框架,采用Pushover方法,得出了其结构影响系数。
英文短句/例句
1.Structural Influence Factors of Concentrically K-braced Steel Frames;K形中心支撑钢框架的结构影响系数
2.Structural Influencing Coefficient of Concentrically X-braced Steel Frames;X型中心支撑钢框架的结构影响系数
3.The Structural Influencing Coefficient of Concentrically V-braced Frames;V型中心支撑钢框架的结构影响系数
4.The Seismic Behavior Factors of Single Sway Rod Concentrically Braced Steel Frames单斜杆中心支撑钢框架强度折减系数
5.DESIGN AND RESEARCH ON SPECIAL CONCENTRICALLY BRACED STEEL FRAME WITH PINNED CONNECTIONS铰接中心支撑钢框架体系结构设计研究
6.Seismic Response Analysis of Steel Frames Braced with Buckling-Restrained,Ordinary and Special Concentrically Braces防屈曲支撑、普通和特殊中心支撑钢框架结构抗震性能分析
7.ASEISMIC PROPERTY STUDY ON CONCENTRICALLY BRACED STEEL FRAMES FILLED WITH STEEL PLATE SHEAR WALLS内填钢板剪力墙中心支撑钢框架的抗震性能研究
8.Seismic Behaviour Factor of Concentrically X-braced Steel Frames;X型中心支撑钢框架结构影响系数的弹塑性时程分析
9.Research on Response Modification Factor and Displacement Amplification Factor of Concentrically Braced Steel Frames中心支撑钢框架的结构影响系数和位移放大系数研究
10.ISSUES ON DESIGN METHOD OF CONCENTRICALLY BRACED FRAME钢框架-中心支撑结构设计对比分析
11.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
12.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
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.Analyses of Dynamic Performances and Low-Cycle Fatigue Behavior of Concentrically Two-Story X-Braced Frames;钢框架—跨层X形中心支撑体系动力及低周疲劳性能分析
15.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
16.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
17.Effective Length Factor of Column in Eccentrically Braced Steel Frames with Semi-rigid Connections偏心支撑半刚接平面钢框架柱计算长度系数
18.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
相关短句/例句
concentrically V-braced steel frameV型中心支撑钢框架
3)concentrically K-braced steel frameK形中心支撑钢框架
4)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。
5)central braced frame中心支撑框架
1.5 the time-history of the followed models is analyed: the model of commoncentral braced frame,and that ofcentral braced frame using BRB with low yield point steel under big earthquake,it is found that using BRB with low yield point steel,can not only solve the problem of buckling,but also all decrease displacement response.5对普通中心支撑框架结构、采用低屈服点钢材的防屈曲中心支撑框架结构模型进行了大震时程分析。
6)braced frame支撑钢框架
1.A structural model of buckling-restrainedbraced frame is set up,and its seismic properties(including model analysis,time-istory and pushover analysis) with finite element software SAP2000.对防压曲支撑钢框架体系进行了动力分析和Pushover分析,并对钢框架防压曲支撑布置方式进行优化。
延伸阅读
高炉喷煤粉设施多层钢框架(上海宝山钢铁总厂3号高炉)高炉喷煤粉设施多层钢框架(上海宝山钢铁总厂3号高炉)熬高炉喷煤粉设施多层钢框架(上海宝山钢铁总厂3号高炉)
