Seismic Analysis of An Unsymmetrical Multi-storey Building
With Response Spectrum Method using E-TABS
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In this work analysis of a multi-story building with an unsymmetrical plan of the building is considered, This work consists of the unsymmetrical plan with different positions of shear wall structures, the analysis is completely done by response spectrum method (dynamic analysis method). The determination of different parameters such as maximum displacement, maximum story drift index, and maximum shear force and bending moment is done.
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