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The main objective this paper is to study the seismic analysis of structure for static and dynamic analysis in an irregular multi-storey structure. Method of analysis Adopted the equivalent static and response spectrum techniques to analyse the model for the present study and observe the lateral displacement of the structure in an irregular structure with and without shear wall position. From the results, it has to be found that which structure will give better performance in zones III for medium soil condition conditions as per earthquake load IS 1893(PART1):2002. We considered the residential building of G+ 11 storied structure for the seismic analysis and it is located in zone III. The total structure was analysed by computer with using STAAD.PRO software. This study aims at comparing various parameters such as shear force, bending moment, maximum displacement, storey displacement. etc. of a building under lateral loads. For this purpose, THREE models are considered without shear wall, with shear wall at interior and shear wall at boundary.

“A Comparative Study of Static and Dynamic Analysis of an Irregular Multistory Building with Different Location of Shear Wall”