• Sumit D. Konkeri
• Dr. Mahesh G. Kalyanshetti

Seismic performances of building frames are greatly influenced by shape (plan geometry of structure). The more realistic seismic performance can be studied by applying the real life Earthquake forces i.e. Time Histories of various Earthquakes. In the present study an attempt is made to evaluate performance of structure of L shape, Plus shape and Square shape building frames of G+5. The study is carried out experimentally using uniaxial shake Table on scale down building frames. The El Centro(1940) time history is used to study the variation in the acceleration. The experimental results are validated by performing analytical study on the same model using application software (ETABS 2016. The performance of building changes at various incident angles of earthquake forces. So the study is carried on various unsymmetrical building frames at various incident angles 00, 300 and 600.

"Seismic Response of Un-Symmetrical Building Frame with Various Incident Angle of Earthquake Forces", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 6, page no.24-30, June 2019, Available :http://www.jetir.org/papers/JETIR1906G71.pdf

"Seismic Response of Un-Symmetrical Building Frame with Various Incident Angle of Earthquake Forces", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 6, page no. pp24-30, June 2019, Available at : http://www.jetir.org/papers/JETIR1906G71.pdf