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 three concentrically 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。
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。
5) central braced frame
中心支撑框架
1.
5 the time-history of the followed models is analyed: the model of common central braced frame,and that of central 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-restrained braced 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。
补充资料：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)
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