• Daxesh G Prajapati
• Keval patel

The drastic damage to the property and lives due to the recent terrorist attacks on the infrastructure has led to the need of extensive research on the progressive collapse analysis of multi-story building subjected to blast loading. Generally, research has been done based on Alternative Path Method (APM) with sudden column removal by ignoring the preferable location of the blast loading. In this thesis, 3D model of high storey steel building with direct simulation of blast load is proposed. Also, the effect of blast loading at various locations has been evaluated. The blast load is analytically determined by the numerical model of structure and compare which was prepared using the SOFTWARE.

Tall Structure, Blast, Collapse, Package Bomb, high Storey .

"Progressive Collapse Analysis of Tall Building Subjected To Blast Load ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.248-253, April-2019, Available :http://www.jetir.org/papers/JETIR1904A38.pdf

"Progressive Collapse Analysis of Tall Building Subjected To Blast Load ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp248-253, April-2019, Available at : http://www.jetir.org/papers/JETIR1904A38.pdf