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。
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.
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。
As a new lateral resisting element, steel plate shear wall with vertical slits has favorable integrative benefits.
楼板的刚性不仅同楼板本身的刚度有关，而且同抗侧力构件的刚度及分布有关。
Floor rigidity has relations not only to floor stiffness, but also to stiffness and location of anti-shear member.
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