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1)  precast laminated shear wall
预制叠合剪力墙
1.
Based on the experimental study of 4 precast laminated shear walls subjected to low frequency cyclic load,the test phenomena and failure mode are described,the ductility and energy dissipation capacity are analyzed.
通过4片预制叠合剪力墙在低周反复荷载作用下的试验研究,描述了此类墙体的制作过程、试验现象、破坏形态,分析墙体的延性、耗能性能。
2)  the superimposed slab shear walls
叠合剪力墙
3)  superimposed slab shear wall
叠合板式剪力墙
1.
Considering the influence of bending,axial and shear deformation of the superimposed slab shear wall (SSSW) section to the element dynamic property,fiber model was adopted to simulate the nonlinear hysteretic property for the interaction of bending deformation and axial deformation,and shear spring model was used to simulate the shear deformation.
考虑叠合板式剪力墙(SSSW)墙体截面弯曲变形、轴向变形及剪切变形对单元动力特性的影响,应用纤维模型模拟墙体弯曲与轴向变形相互作用的非线性滞回特性,通过剪切弹簧模型对剪切变形进行模拟。
2.
The seismic damage model for four superimposed slab shear walls with edge restriction measures of two different forms and two general shear walls is analyzed.
文章基于小波变换原理,提出了一个基于小波变换的损伤指标计算模型,并用此指标对4个2种不同边缘约束措施的叠合板式剪力墙和2个普通剪力墙模型的破损进行了分析,计算结果与低周反复荷载下的试验结果吻合良好。
4)  prefabricated hollow RC shear wall
预制圆孔板剪力墙
5)  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。
6)  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
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