![]() This is used in this study to develop a response spectrum for rock and stiff soil (soil type S1) and earthquake zone 2. BNBC 2006 has provided us with a normalized response spectrum for 5% damping ratio. In this study, the comparison has been made between earthquake response spectra with our national building code provided response spectra. It is now a growing concern of our structural engineer to design an earthquake resisting structure. Earthquake is a natural phenomenon which has an adverse effect on human lives and natural resources.
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