Wall limb

Wall limbWall limb
  1. The inside force calculation of the shear wall limb and over beam ;

    剪力墙墙肢及过梁内力计算;

  2. The seismic performance of small wall limb and short-limb shear wall was analyzed . The design proposals of SLW structure were put forward , and examples were given for the reference of engineering design .

    本文还分析了小墙肢、短肢剪力墙的抗震性能,提出对短肢剪力墙结构的设计建议,并给出工程实例可供工程设计时参考。

  3. The main content is as follows : The papers reviewed Seismic behavior of masonry structure at home and abroad and based on the original to further explore the mutual transfer of the seismic performance of wall limb and mutual synergy .

    本文主要研究内容如下:论文对国内外砌体结构抗震性能研究现状进行综述,在原有基础上进一步探索相互交接墙肢的抗震性能及相互协同能力。

  4. Shaking table experimental study of super-highrise building with shear wall ( short limb shear wall ) - tube structure system

    超高层剪力墙(短肢剪力墙)-筒体结构整体模型振动台试验研究

  5. Out of plan Endurability Analysis of Wall Slab and Wall Limb

    壁板、墙肢平面外承载能力计算&井塔塔身设计问题之三

  6. The location of opening has little influence on the ultimate bearing capacity of shear wall with symmetrical wall limb , and influences the ductility and energy dissipation .

    洞口位置对于具有对称墙肢的小开洞剪力墙极限承载力影响不大,但对结构延性及耗能能力有一定的影响。

  7. The SLW is the shear wall that the ratio of section height and thickness is from 5 to 8 . The SLW has the property of more economical , flexible layout and easy to meet the architectural requirements in that it has the shorter wall limb .

    短肢剪力墙是指截面高度与厚度之比为5~8的剪力墙,短肢剪力墙的墙肢较短,比较经济,同时布置灵活,容易满足建筑要求。