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) 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) 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
5) concentrically cross-layer and cross-column k-braced frames
框架—跨层跨柱K形中心支撑结构
1.
, LTD (Chengda Building) is a concentrically cross-layer and cross-column k-braced frames.
中国成达工程公司总部新办公楼(成达大厦)采用了框架—跨层跨柱K形中心支撑结构。
6) herringbone eccentricity supporting rigid frame
人字形偏心支撑钢框架
1.
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
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