• simranjit singh
• kuldeep kumar

This paper presents the information for making the multi-storey building safe under the effect of different intensity of blast loading at varying standoff distance by using the shear wall and also compares the result of bare frame and shear wall frame structure, the result of this is compare in the STAAD Pro V8i, in which maximum displacement value at nodes and analysed. The aim of this study is (1) to subject concrete structure to different blast load by varying parameters related to it and to analyse a concrete structure against the abnormal loading conditions that require detailed introspection of the blast occurrence phenomenon. (2) To analyse given structure subjected to above said loading with the help of software and (3) to compare the result of shear wall and bare frame structure. The surge of energy is investigation with a collapse assessment of a usual frame structure building.

"behaviour of multi storeyed building under blast loading", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 6, page no.205-215, June 2019, Available :http://www.jetir.org/papers/JETIR1907170.pdf

"behaviour of multi storeyed building under blast loading", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 6, page no. pp205-215, June 2019, Available at : http://www.jetir.org/papers/JETIR1907170.pdf