摘要
论文理论推导了设置边缘垂直加劲肋对带缝钢板剪力墙的抗侧刚度及承载力公式,与未设加劲对带缝钢板剪力墙的抗侧刚度及承载力进行了比较,并通过算例分析,总结了加劲肋对带缝钢板剪力受力性能的影响。
The paper theoretically made a derivation on the anti lateral stiffness and loading capacity formula for the seam steel plate shear wall at the frontier of the device when the vertical reinforced rib applied. The paper made a comparison to anti lateral stiffness and loading capacity of the seam steel plate shear wall when the vertical reinforced rib not applied. With the calculation analysis, the paper summarized the influence of the reinforced rib to the shear loading performance of the seam steel plate.
出处
《煤炭工程》
北大核心
2006年第11期73-75,共3页
Coal Engineering
关键词
带缝钢板剪力墙
加劲肋
抗侧刚度
承载力
shear wall of seam steel plate
reinforced stiffener
anti side rigidness
loading capacity