1) 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。
2) the superimposed slab shear walls
叠合剪力墙
3) 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。
4) composite shear wall slab
复合剪力墙板
1.
Experimental study of composite shear wall slab under cyclic loading
反复荷载作用下复合剪力墙板的试验研究
2.
A theoretical calculation formula of shearing strength about composite shear wall slab in CL building system is put forward, and coefficients in the formula are determined by test results.
对CL(CompositeLight weight)体系中复合墙板的抗剪试验测得的抗剪承载力结果与各国理论公式计算值进行了对比分析 ,从而提出CL体系中复合剪力墙板的抗剪承载力理论计算公式 ,并由试验结果确定了公式中的系数。
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：预制
1.预先制造的。
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