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加劲肋对带缝钢板剪力墙受力性能的影响 被引量:2

Effect of reinforced stiffener to loading performances of shear wall of seam steel plate
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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
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参考文献2

  • 1Toko Hitaka, Chiaki Mastsui. Experimental of Study on Steel Shear Wall with Slits [ J ]. Journal of Structural Engineering,2003, 129(5) : 586 -594.
  • 2陈绍藩.钢结构设计原理,第三版[M].北京:科学出版社,2005.

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