1) sandwich wall panel with angled-steel column
角钢边框复合剪力墙
2) RC shear wall with boundary columns
带边框柱剪力墙
1.
Based on pseudo static test, seismic behavior of the RC shear wall with boundary columns in the large capacity power plant’s main factory building has been studied.
通过对某大型火电厂主厂房纵向框架-剪力墙模型结构进行的伪静力试验,研究了此类工业厂房中纵向带边框柱剪力墙结构的抗震性能问题,并采用宏观有限元方法将这种剪力墙模型结构简化为一个多垂直杆模型,通过将竖向弹簧杆元放置在Gauss积分点处,不仅可以模拟出剪力墙结构的滞回曲线、骨架曲线以及延性等性能,还明显提高了计算效率。
3) complex shear wall structure
复合剪力墙
1.
Experimental study on complex shear wall structure with heat preservation formwork was engaged in.
针对免拆保温墙模复合剪力墙体系开展试验研究。
4) composite shear wall
复合剪力墙
1.
The construction of insulated wall formwork composite shear wall structure in low temperature
保温墙模复合剪力墙结构在低温条件下的施工
2.
A new type of construction system is put forward for substituting traditional brick concrete structure—composite shear wall system with thermal insulation glazed hallow bead formwork without being removed based on the existing structural system.
在现有结构体系基础上,提出一种能替代传统砖混结构的建筑体系——玻化微珠保温板免拆墙模复合剪力墙体系。
3.
This kind of wall formwork can integrate composite shear wall system with inner concrete without being removed after concrete construction.
提出一种新型保温墙模——玻化微珠保温板,墙模施工后不必拆除,与内部混凝土共同形成复合剪力墙体系,可以实现结构施工过程中完成外墙保温施工。
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) shear wall with R.C. frame column
带边框柱剪力墙结构
1.
frame column and the shear wall is studied, the failure mechanism and energy dissipation mechanism of moderate and tall shear wall with R.
研究结果表明 ,带边框柱剪力墙结构具有良好的抗震性
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