1) steel plate shear wall with vertical slits
开缝钢板墙
2) slited steel plate shear walls
开缝钢板剪力墙
1.
In this dissertation, the steel plate shear wall with two-side connections, the slited steel plate shear walls with two-side connections, and the steel-concrete composite shear walls with two-side connections, by the way of combined experimental and theoretical research, were analyzed systematically from the aspects of elastic buckling analysis, experimental research and finite element analysis.
本文采用试验研究与理论分析相结合的方法,分别对两边连接钢板剪力墙、开缝钢板剪力墙和钢板混凝土组合剪力墙进行了弹性屈曲分析、试验研究和有限元分析,研究了上述三类剪力墙的抗震性能和受力机理,并提出了方便工程设计和应用简化设计计算方法和设计建议。
3) steel shear wall with slits
带缝钢板剪力墙
1.
Based on the theoretical analysis of the distortion characteristic of steel shear wall with slits,the formula of initial lateral stiffness and how to get the formula is described.
介绍自由侧边时带缝钢板剪力墙初始抗侧刚度的推导过程和理论根据,提出了缝宽剪切刚度减小系数,并对墙板进入塑性后的刚度退化进行理论探讨;对带缝钢板剪力墙平面外失稳和抗剪极限承载力这两种极限状态进行分析;通过有限元分析,指出竖向荷载、开缝参数等对四边固定带缝钢板剪力墙弹性屈曲临界力的影响,提出提高带缝钢板剪力墙实际工作效率的设想。
2.
Based on ANSYS influence on shear wall elastic buckling load of vary parameters is simulated,and the elastic buckling load formula of the steel shear wall with slits are put forward by mathematical regression.
介绍一种新型的抗侧力构件——带缝钢板剪力墙,利用有限元软件ANSYS模拟分析各种参数对剪力墙弹性屈曲荷载的影响,并在此基础上通过数学回归分析得出带缝钢板剪力墙的弹性屈曲荷载计算公式。
3.
Steel shear wall with slits has b.
带缝钢板剪力墙作为一种新型的抗侧力构件，有着良好的综合效益，在世界范围内对带缝钢板剪力墙研究较多的是日本九州大学以及西日本技术开发股份有限公司。
4) steel plate shear wall with slits
带缝钢板剪力墙
1.
Experimental study on full scale steel plate shear wall with slits under low-frequency cyclic loads:PartⅠ
足尺带缝钢板剪力墙低周往复加载试验研究Ⅰ
2.
Experimental study on full scale steel plate shear wall with slits under low-frequency cyclic loads: PartⅡ
足尺带缝钢板剪力墙低周往复加载试验研究Ⅱ
3.
People began to seek a new anti-lateral force structure,and steel frame-steel plate shear wall with slits has been given attention to because of its overall efficiency.
人们开始积极寻找新型的抗侧力体系,带缝钢板剪力墙因为有着良好的综合效益而倍受关注。
5) steel frame-steel plate shear wall with slits
钢框架-带缝钢板剪力墙
1.
People began to seek a new anti-lateral force structure,and steel frame-steel plate shear wall with slits has been given attention to because of its overall efficiency.
本文首先对承重相同的钢框架、带缝钢板剪力墙、钢框架-带缝钢板剪力墙结构单元性能进行对比研究;然后增加带缝钢板剪力墙、钢框架-带缝钢板剪力墙的质量,使其进入塑性阶段,研究其顶点位移、滞回曲线、骨架曲线、屈服荷载、屈服位移、耗能能力,主要工作如下:1。
6) steel plate shear wall piece with slits
带缝钢板剪力墙片
补充资料：吉林省广播电视塔外墙(有机涂层钢板)工程
吉林省广播电视塔外墙(有机涂层钢板)工程
吉林省广播电视塔外墙(有机涂层钢板)工程(原冶金部建筑研究总院钢结构制品研究所建造)
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