• M T RAAGAVI
• Dr. S. SIDHARDHAN

The buildings constructed in irregular configuration due to economical feasibility, land availability and other factors. From the observations of past earthquakes, a structure with regular configuration structures stay safe in Earthquakes than an structure with irregularities. Structures experience lateral displacements under earthquake loads. This work focuses on studying the various sorts of building irregularities possible and their behaviour during earthquake forces. The various structural behaviour parameters such as displacement, base shear, storey drift, moment, end forces etc., are needed to be studied. The structures are designed and analysed by Time History Analysis using STAAD.PRO V8i software. From this analysis the results obtained shows that the base shear was higher in regular structure but the load transfer was uniform throughout its height. The L shaped structure showed a least performance during an earthquake.

Irregular structures, time history analysis, staad.pro, displacement, base shear.

"ANALYTICAL STUDY ON SEISMIC PERFORMANCE OF PLAN IRREGULAR STRUCTURES", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.8, Issue 8, page no.a221-a225, August-2021, Available :http://www.jetir.org/papers/JETIR2108031.pdf

"ANALYTICAL STUDY ON SEISMIC PERFORMANCE OF PLAN IRREGULAR STRUCTURES", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.8, Issue 8, page no. ppa221-a225, August-2021, Available at : http://www.jetir.org/papers/JETIR2108031.pdf