Abstract
The equivalent static analysis and response spectrum analysis were performed for sixteen different models with different positioning of lateral load resisting systems in building. For the development of seismic response curve of the represented model is presented in tabular form and graphically shown in figure. Seismic response curve has been generated according to the response spectra curve of IS 1893:2016. The following parameters are compared between Equivalent Static Method and Response Spectrum Method with different positions of shear wall, braces and combined system in each model.
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