As a new lateral resisting element, steel plate shear wall with vertical slits has favorable integrative benefits.
带缝钢板剪力墙作为一种新型的抗侧力构件，有着良好的综合效益。
Steel plate shear wall has become a very promising lateral load resisting system, is very ideal for seismic zone to use.
钢板墙已成为一种非常具有发展前景的高层抗侧力体系，非常适合高烈度地震区建筑采用。
A new type of lateral force resisting system, the buckling-restrained steel plate shear wall (BR-SPW), proposed by the authors was tested and analyzed in detail.
提出了一种新型的防屈曲钢板墙用作高层建筑的抗侧力构件。
The connection mode that the end of steel plate shear wall is firstly welded onto a piece of steel plate, then connected by high-strength bolt is reasonable and reliable;
屈服钢板墙约束板端部先焊接厚钢板，再用高强螺栓连接的方式较为合理可靠；
The finite element model of steel plate shear wall with silts in frame is established and by which the effect of main silt parameters on its strength and stiffness is analyzed.
建立了带框架的开缝钢板剪力墙有限元模型，分析了主要开缝参数对其强度和弹性刚度等性能的影响。
The computational results of the simulated test show that the improved steel plate shear wall with slits can produce plastic deformation and consume a great quantity of earthquake energy.
模拟试验过程的计算结果表明，改进的带缝钢板剪力墙可以增加延性，耗散较大的地震能量。
The numerical simulation and analysis of shear resistance behavior of two-side connected steel-plate shear wall (SPSW) was carried out by the finite element software ANSYS.
采用ANSYS有限元程序对两边连接钢板剪力墙进行数值模拟分析。
SCSW and stiffened steel-plate shear wall with the same static behavior are designed and conduced in economic comparisons.
设计了抗剪静力性能完全相同的组合剪力墙和全加劲钢板剪力墙，并对二者进行了经济性比较。
The invention discloses a steel pipe concrete-holed steel plate-concrete combine shear wall and making method thereof, belonging to the field of building construction.
钢管混凝土―开洞钢板―混凝土组合剪力墙及其制作方法属于建工领 域。
The invention discloses a steel pipe concrete-holed steel plate-concrete combine shear wall and making method thereof, belonging to the field of building construction.
钢管混凝土―开洞钢板―混凝土组合剪力墙及其制作方法属于建工领 域。
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