Published Paper Details:

Analysis of buildings for static forces is a routine affair these days because of availability of affordable computers and specialized programs which can be used for the analysis. On the other hand, dynamic analysis is a time consuming process and requires additional input related to mass of the structure, and an understanding of structural dynamic for interpretation of analytical results. Reinforced Concrete (RC) frame buildings are most common type of constructions in urban India, which are subjected to several types of forces during their lifetime, such as static forces due to dead and live loads and dynamic forces due to earthquake. Here the present study describes the effect of earthquake load which is one of the most important dynamic loads along with its consideration during the analysis of the structure. In the present study a high rise framed structure is selected. Linear seismic analysis is done for the building by static method (Equivalent Static Analysis Method) and dynamic method (Response Spectrum Method) using ETABS as per the IS-1893-2016-Part1 for earthquake forces in different seismic zones of India. The principle objective of this project is the comparative study on design and analysis of G+12 building by ETABS software. A comparison is done between the Static(Equivalent Lateral) and Dynamic(Response Spectrum Analysis) analysis for G+12 building for various parameters like storey displacement, storey shear and storey drift.