Seismic Analysis of Irregular Building on Hilly Area

Anjeet Singh Chauhan, Rajiv Banerjee
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Abstract

The RC buildings' construction has increased in the preferred location of north & eastern hilly areas during the last few decades due to population increase, urbanization, and tourists. The buildings located in the hilly areas are more susceptible to seismic loading as compared to the location of the flat surface building. The shape of the building on the sloping ground differs from the flat surface situated buildings. So, the construction of the building on hilly areas are irregular both vertically & horizontally, thus this type of building is susceptible to severe damage when applied to the seismic condition. The column of the base storey having unequal height due to sloping ground. In this study, the behaviour of a 10 storey stepback building with mass and diaphragm irregularity on the sloping ground is analysed in seismic zone V by Response Spectrum. The analysis of the building is carried out by Etabs software as per IS 1893:2016 to compare the building based on their dynamic response and also identify the vulnerability frame in the sloping ground.
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丘陵地区不规则建筑的抗震分析
在过去的几十年里,由于人口增长、城市化和游客的增加,钢筋混凝土建筑在北部和东部丘陵地区的首选位置有所增加。与平面建筑相比,位于丘陵地区的建筑更容易受到地震荷载的影响。倾斜地面上的建筑形状不同于平面的建筑。因此,丘陵地区的建筑在垂直和水平上都是不规则的,因此这种类型的建筑在地震条件下容易受到严重的破坏。由于地面倾斜,底层的柱子高度不等。本文采用反应谱法分析了V地震带斜坡地面上具有质量和横截面不规则的10层阶梯建筑的行为。根据is 1893:2016,使用Etabs软件对建筑物进行分析,根据建筑物的动态响应进行比较,并识别倾斜地面中的脆弱框架。
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