1) 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。
2) 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。
3) 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。
4) steel frame-reinforced concrete infill slit wall
钢框架内嵌带竖缝钢筋混凝土剪力墙
1.
Supplementary rules and detailing of steel frame-reinforced concrete infill slit wall system;
钢框架内嵌带竖缝钢筋混凝土剪力墙的补充计算和构造要求
2.
Analytical model for steel frame-reinforced concrete infill slit wall system;
钢框架内嵌带竖缝钢筋混凝土剪力墙的内力计算模型
5) steel plate shear wall piece with slits
带缝钢板剪力墙片
6) steel plate shear wall with slits
带竖缝钢板剪力墙
1.
Investigation on hysteretic behavior of steel plate shear wall with slits by finite element method
带竖缝钢板剪力墙滞回性能有限元分析
补充资料：剪力墙
| 剪力墙 shear wall 房屋或构筑物中主要承受风荷载或地震作用引起的水平荷载的墙体。防止结构剪切破坏。又称抗风墙或抗震墙、结构墙。分平面剪力墙和筒体剪力墙。平面剪力墙用于钢筋混凝土框架结构、升板结构、无梁楼盖体系中。为增加结构的刚度、强度及抗倒塌能力，在某些部位可现浇或预制装配钢筋混凝土剪力墙。现浇剪力墙与周边梁、柱同时浇筑，整体性好。筒体剪力墙用于高层建筑、高耸结构和悬吊结构中 ，由电梯间、楼梯间、设备及辅助用房的间隔墙围成，筒壁均为现浇钢筋混凝土墙体，其刚度和强度较平面剪力墙高可承受较大的水平荷载。 |
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