Study of Strength of RC Shear Wall at Different Location on Multi-Storied Residential Building
Study of Strength of RC Shear Wall at Different Location on Multi-Storied Residential Building
复制标题
多层住宅RC剪力墙不同位置强度研究
DOI：
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发表时间：
2014
期刊：
影响因子：
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通讯作者：
M. Aquil
中科院分区：
文献类型：
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作者：
Syed Ehtesham Ali;M. Aquil
剪力墙体系是高层建筑中最常用的抗侧力体系之一。剪力墙具有很高的平面刚度和强度，可以同时抵抗较大的水平荷载和支撑重力荷载，在许多结构工程应用中具有相当的优势。对于剪力墙的设计和分析，已有大量的文献可供参考。然而，关于剪力墙在多层建筑中位置的确定，文献中并没有太多的讨论。因此，本文的重点是确定多层建筑剪力墙位置的解决方案。考虑了位于海得拉巴的一栋六层碾压混凝土建筑在地震作用下II区的情况。地震荷载按IS1893(Part-I)：2002地震系数法计算。这些分析是
Shear wall systems are one of the most commonly used lateral load resisting systems in high-rise buildings. Shear walls have very high in plane stiffness and strength, which can be used to simultaneously resist large horizontal loads and support gravity loads, making them quite advantageous in many structural engineering applications. There are lots of literatures available to design and analyze the shear wall. However, the decision about the location of shear wall in multi-storey building is not much discussed in any literatures. In this paper, therefore, main focus is to determine the solution for shear wall location in multi-storey building. A RCC building of six storey placed in HYDERABAD subjected to earthquake loading in zone-II is considered. An earthquake load is calculated by seismic coefficient method using IS 1893 (PART–I):2002. These analyses were