• PUNITH N
• B G NARESHKUMAR
• MADHURI S
• PRIYANKA C

Nowadays, seismic analysis of structures has a great scope in civil engineering field. In this work seismic analysis of structures with plan irregularities and with varying diaphragm is considered. In this work two structures are considered, those are L-shape and C-shape, all are with six stories, and up to eight models are taken two for membrane rigid and membrane semirigid and other two for shell rigid and shell semirigid for each structure. The paper mainly concentrates on parameters like bending moment and lateral displacement of the models. For analysis ETABS 2015 software is used and non-linear static method known as pushover analysis is used as method of seismic analysis.

Push over analysis, Plan irregularity, ETABS, Seismic behavior, Diaphragm rigidity

"To Locate the Critical Portion in Plan Symmetric and Plan Asymmetric Buildings Subjected to Seismic Force", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 5, page no.194-201, May-2019, Available :http://www.jetir.org/papers/JETIR1905E28.pdf

"To Locate the Critical Portion in Plan Symmetric and Plan Asymmetric Buildings Subjected to Seismic Force", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 5, page no. pp194-201, May-2019, Available at : http://www.jetir.org/papers/JETIR1905E28.pdf