1) steel plate brace precasted in shear wall
内藏钢板支撑剪力墙
1.
The characteristics and performance of steel plate brace precasted in shear wall,a new type of lateral force resisting brace system,is conducted.
为了研究内藏钢板支撑剪力墙的性能特点,通过对其弹性阶段受力性能的有限元分析,指出该构件通过外包混凝土对内藏钢板支撑的约束作用,可以大大提高其稳定性及刚度,是一种有很大发展潜力的抗侧力体系。
2) unbonded steel plate brace encased in reinforced concrete panel
无粘结内藏钢板支撑剪力墙
1.
Numerical analysis on hysteretic behavior of unbonded steel plate brace encased in reinforced concrete panel;
无粘结内藏钢板支撑剪力墙滞回性能分析
2.
The unbonded steel plate brace encased in reinforced concrete panel is a panel type buckling-restrained brace (Panel BRB), which is composed of one or two steel plate braces and an encasing reinforced concrete panel.
无粘结内藏钢板支撑剪力墙(unbonded steel plate brace encased in reinforced concrete panel)是由内藏的钢板支撑和外包的钢筋混凝土墙板组成的一种防屈曲支撑墙板(Panel BRB)。
3) unbonded steel plate brace encased in reinforced concrete panel
无黏结内藏钢板支撑剪力墙
1.
Quasi-static test of chevron-shaped unbonded steel plate brace encased in reinforced concrete panel;
人字形无黏结内藏钢板支撑剪力墙拟静力试验研究
2.
Numerical simulation of the hysteretic behavior of unbonded steel plate brace encased in reinforced concrete panel
无黏结内藏钢板支撑剪力墙滞回性能的数值模拟
4) chevron unbonded steel plate brace encased in reinforced concrete panel
人字形无粘结内藏钢板支撑剪力墙
1.
The effects of the two factors,including overstrength of the postyield buckling-restrained brace (BRB) due to the strain-hardening effect and the vertical support for the braced beam by this brace,on the aseismic performance of the beam braced by the chevron unbonded steel plate brace encased in reinforced concrete panel(socalled chevron BRB) are discussed.
通过3个算例,对采用人字形无粘结内藏钢板支撑剪力墙(即人字形防屈曲支撑)的防屈曲支撑框架结构的抗震性能进行对比分析,以探讨支撑屈服后超强和被撑梁跨中竖向支点作用的有无对支撑跨横梁抗震性能的影响。
5) single-diagonal unbonded steel plate brace encased in reinforced concrete panel
单斜无黏结内藏钢板支撑剪力墙
1.
Experimental study on the hysteretic behavior of single-diagonal unbonded steel plate brace encased in reinforced concrete panel
单斜无黏结内藏钢板支撑剪力墙滞回性能的试验研究
6) brace of concentrical steel plate shear wall
中心钢板剪力墙支撑
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