• Pranay Barman

Multi-storey structures construction by Reinforced Concrete are subjected to most dangerous seismic waves during earthquakes. The main reason found that RCC building failure is caused due to irregularity in its plan dimension and lateral force distribution. In this study paper is made to find the Response of the Regular and Irregular Structures having plan irregularity located in zone V. In the present study, Analysis has been made by taking 10 storey building by Linear Static method using ETABS 2017 and IS Code 1893:2002(part-1). Analysis can be performed for Regular and Irregular buildings and a height of 31 m in zone V by Linear Static Analysis method. Behavior of structures will be found by comparing the responses in the form of storey displacement, storey drift, storey shear, base force reaction, storey forces, Torque and Stiffness during earthquake. Presently there are seven models. One is Regular structure and remaining are irregular structural models, all models have different in shape.

Plan Irregularity, Linear Static, ETABS 2017, IS 1893:2002, storey displacement, storey drift, storey shear, Earthquake load.

"Seismic Analysis of Plan Irregular building- A comparative study", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 6, page no.657-666, June 2019, Available :http://www.jetir.org/papers/JETIR1908396.pdf

"Seismic Analysis of Plan Irregular building- A comparative study", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 6, page no. pp657-666, June 2019, Available at : http://www.jetir.org/papers/JETIR1908396.pdf