1) composite shear wall
组合剪力墙
1.
Seismic behavior research of composite shear wall with concrete filled steel tube columns for different axial-load ratios;
不同轴压比下钢管混凝土边框组合剪力墙抗震性能研究
2.
Seismic experimental research on high strength concrete composite shear wall with concrete filled steel tube columns;
钢管混凝土边框高强混凝土组合剪力墙抗震性能试验研究
3.
Seismic behavior research on composite shear wall with concrete filled steel tube columns in high axial-load ratio;
高轴压比下钢管混凝土边框组合剪力墙抗震性能试验研究
2) hybrid coupled wall
组合联肢剪力墙
1.
Discussion of some problems in coupling beam design of hybrid coupled walls;
组合联肢剪力墙中连梁设计的若干问题
3) composite masonry shear wall
组合砌体剪力墙
1.
The composite masonry shear wall is structured by several materials of different mechanical characteristics and its bending bearing capacity is complicated to estimate.
组合砌体剪力墙是由多种不同力学特性的材料复合而成的结构构件，其承弯能力的计算比较复杂。
5) 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。
6) 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。
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