Abstract

The performance of the fourteen storeyed Y shaped high rise reinforced concrete building in seismic zone 4 has been investigated using dynamic analysis with response spectrum. The building is designed with dual system containing special moment resisting frame SMRF and shear walls. Structural Engineering Software ETABS is used for analysis and design of building. The design of superstructure is checked for sliding resistance, overturning effect, P effect, storey drift and irregularity. Stability check for the structure without shear wall is satisfactory .But, building taller than 10 stories is not adequate to give the lateral stiffness from frame action. Building with core shear wall structure and planar shear walls are proposed. After analyzing and checking for the stability, the results of the three structures with and without shear walls are presented. Le Yee Mon "Dynamic Analysis of Fourteen Storeyed Y-Shaped High-Rise Reinforced Concrete Building with Shear Walls" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-5 , August 2019, URL: https://www.ijtsrd.com/papers/ijtsrd26616.pdfPaper URL: https://www.ijtsrd.com/engineering/civil-engineering/26616/dynamic-analysis-of-fourteen-storeyed-y-shaped-high-rise-reinforced-concrete-building-with-shear-walls/le-yee-mon

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