• Neetu Banjare
• Navjot kaur Bhatia

Abstract: Shear walls are specifically designed, inside and out, to resist vertical forces carried forward by wind, earthquakes, and other forces acting in the wall's plane. They are often made of a flexible material and installed in tall structures to prevent the buildings from collapsing as a result of seismic forces. Shear walls are strong and flat, and they can carry both heavy gravity loads and strong vertical loads. The joints, however, are quite complete if the building is tall, say more than 12 stories, the beams and columns are very large, and the steel holding the beams and columns together is very heavy. Because in these locations it is challenging to pour and vibrate, this is bad for the security of the building. Shear barriers have been added to tall buildings as a result of these practical challenges. Past few years have seen a lot of focus on the issue of earthquakes and explosions. The first issue to be noted in the previous 60 years, explosives, was preceded by problems relating to earthquakes. Due to the difficulty of assessing the dynamic reaction of structures to blast loads, traditional structures are typically not built to sustain blast loads. High strain rates, non-linear frictional material behavior, and inaccurate blast load estimations are just a few consequences of this complexity. Deterministic and temporal intervals, or expensive design and construction. In the meantime, the number of terrorist strikes on infrastructure increased. These elements focus on the importance of researching explosive processes and how they affect structures. In this research work prepare three different shape of models with different symmetric conditions. Use M-30 grade of concrete and fe-250 of steel to prepare models. Also use shear wall at different location. Time history analysis used in all models with application of blast loading.

Shear wall, Blast load, Time history analysis, Plus shape models, C-shape models and Unsymmetrical Models etc.

"AN ADVANCE STUDY OF HIGH RISE STRUCTURE CONSIDERING BLAST LOAD AND SECURED BY SHEAR WALL", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 4, page no.m612-m626, April-2023, Available :http://www.jetir.org/papers/JETIR2304C82.pdf

"AN ADVANCE STUDY OF HIGH RISE STRUCTURE CONSIDERING BLAST LOAD AND SECURED BY SHEAR WALL", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 4, page no. ppm612-m626, April-2023, Available at : http://www.jetir.org/papers/JETIR2304C82.pdf