• Aqib Parmar
• Dr K.B.Parikh
• Dr Y.K.Tandel

Tsunamis are the deadliest event which causes huge devastation to life as well as property. The catastrophic Tsunami of 26th December 2004 reveals the importance of a structure which can act as vertical evacuation structure or a structure which can effectively resist the disastrous effect of Tsunami. As progressive collapse is rare event and it needs an abnormal loading to initiate the local damage, the effect due to Tsunami can be one of the prime cause which can initiate progressive collapse of building. In this paper Tsunami forces are evaluated with the help of FEMA P-646 and are applied on the 14 storiedshearwall building. The critical column members are removed from the ground storey and progressive collapse analysis is performed according to GSA-2013.

Progressive Collapse, RC Frame with Shear wall, Nonlinear Static Analysis, Tsunami Forces

"Progressive Collapse Analysis of RC Frame With Shearwall Structure Subjected to Tsunami Hazard", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 3, page no.733-738, March-2019, Available :http://www.jetir.org/papers/JETIR1903H04.pdf

"Progressive Collapse Analysis of RC Frame With Shearwall Structure Subjected to Tsunami Hazard", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 3, page no. pp733-738, March-2019, Available at : http://www.jetir.org/papers/JETIR1903H04.pdf