Blast Resistance of G+10 Commercial Building With and Without Shear Wall Shape Comparison

The effect of blast load on the structure was an essential aspect to be taken into account during the design process even though such kind of attacks are very scare in nature, blast effect must be consider while designing a building just like wind, seismic load and shear wall with and without shear wall load is be measured in this project mainly discuss about the shape comparison of the G+10 commercial building and that be with shear wall and without shear wall. when the blast load is applied to the structure then how much of deflection of the structure is appeared with and without shear wall shape comparison of the building so that we find the deflection of the structure by recording the values on the graph and so that how much of deflection is occurs and then that structure is safe with shear wall are not. applying loads on the each section of the building like beams and columns so that may get the how much of deformation the structure is appeared so may that the structure is safe without shear wall. mainly in this we find the displacement, acceleration, max displacement and max drift by taking that values and finding the deflection of the structure and that was the exact values of the deformed shape will be given. when subjected to blast load using ETABS software with prominence given to different standoff distances the blast load and incorporating various charge weight of TNT according to IS code 4991.