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1)  steel-concrete composite shear wall
钢板组合剪力墙
1.
Compared with reinforced concrete shear wall, steel plate shear wall (SPSW) and steel-concrete composite shear wall (SCSW, or composite shear wall) have higher bearing capacity, better ductility and energy dissipation ability.
(3)采用弹塑性动力时程分析方法对型钢混凝土框架剪力墙结构的抗震性能进行分析,讨论剪力墙与框架刚度比、剪力墙钢材屈服强度对结构抗震性能的影响,对比分析型钢混凝土框架—钢板剪力墙结构与型钢混凝土框架—钢板组合剪力墙结构抗震性能差异。
2)  composite steel plate shear wall
组合钢板剪力墙
1.
The composite steel plate shear wall(CPSW) is a new kind of bracing used in tall buildings.
组合钢板剪力墙是在钢板剪力墙基础上提出的一种用于高层建筑钢结构的新型抗侧力构件,它以钢板作为基本受力元件,通过抗剪连接件与现浇或预制混凝土板连接在一起,周边与钢框架相连。
2.
Based on tension strip model for steel plate shear walls,a model composed of equivalent tension strips and combination compression strips was proposed to simulate the composite steel plate shear wall.
对单跨单层的组合墙试验进行滞回曲线的计算,计算结果与实测数据符合良好,说明提出的简化计算模型以及推导的计算公式适用于组合钢板剪力墙。
3.
As a promising lateral load resisting elements in new or retrofit construction of buildings, buckling-restrained composite steel plate shear wall clamped with concrete plates (BRSP) has gained a great deal of attention of researchers and engineers.
组合钢板剪力墙具有刚度大、抗震性能好、适用范围广的优点,大高宽比组合剪力墙可用于钢结构住宅等剪力墙尺寸受限制的建筑中。
3)  steel plate-concrete composite wall
钢板-混凝土组合剪力墙
1.
Experimental study on shear behavior of steel plate-concrete composite wall;
钢板-混凝土组合剪力墙受剪性能试验研究
4)  steel plate shear wall
钢板剪力墙
1.
Cyclic test of thin steel plate shear wall with slits;
开缝薄钢板剪力墙低周反复荷载试验研究
2.
Elastoplastic shear bearing capacity analysis of steel plate shear walls;
钢板剪力墙的弹-塑性抗剪承载力分析
3.
Experimental investigation and simulation analysis of new steel plate shear walls with slits;
新型带缝钢板剪力墙的试验研究及其数值模拟
5)  steel plate shear walls
钢板剪力墙
1.
Study on mechanical property of steel plate shear walls;
钢板剪力墙力学性能研究
2.
The steel plate shear walls with two-side connections and the steel- concrete composite shear walls with two-side connections that are connected only with frame beams by high-strength bolts or welding seams, possess the following advantages over the shear walls with four-side connections: They can reduce the reliability on frame columns and thus prevent the premature failure of columns.
两边连接钢板剪力墙和钢板混凝土组合剪力墙通过高强螺栓或焊缝仅与框架梁连接,与四边连接钢板及组合剪力墙相比消除了对框架柱的依赖,避免了框架柱过早发生破坏;小跨高比的两边连接剪力墙布置灵活,可以在一跨中分段布置,便于开设门窗和过道,通过调整墙板尺寸或数量,方便地改变剪力墙的刚度和承载力。
6)  steel shear wall
钢板剪力墙
1.
Seismic response analyses of frame structure with slit steel shear walls;
新型钢板剪力墙钢框架结构的地震响应分析
2.
Basis on the FEM analyses and test study of the slitted steel shear wall, the formulas to estimate the elastic lateral stiffness and shear bearing are deduced in this paper.
本文在带缝钢板剪力墙有限元分析和试验研究的基础上,推导了带缝钢板剪力墙的弹性抗侧刚度估算公式、剪切承载力估算公式,提出带缝钢板剪力墙的理论骨架线和适合工程应用的简化骨架线,得到一些有意义结论。
3.
Based on the FEM analyses and test study of the steel shear wall with slits, the formulas to estimate the elastic lateral stiffness and shear bearing are deduced in this paper.
本文在带缝钢板剪力墙有限元分析和试验研究的基础上,推导了带缝钢板翦力墙的弹性抗侧刚度估算公式、剪切承载力估算公式,提出带缝钢板剪力墙的理论骨架线和适合工程应用的简化骨架线,得到一些有意义结论。
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。
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