Comparative Study on Dynamic Analysis of a Multi-Storey Frame in Zone III and Zone V
Mohommad Abdul Salam1, Nirbhay Thakur2, Nitish Kumar Sharma3
1Mohommad Abdul Salam, M.E. Student, Department of Civil Engineering, Chandigarh University, Gharuan, Mohali, India.
2Nirbhay Thakur, Assistant Professor, Department of Civil Engineering, Chandigarh University, Gharuan, Mohali, India.
3Nitish Kumar Sharma, Assistant Professor, Department of Civil Engineering, Chandigarh University, Gharuan, Mohali, India.
Manuscript received on 05 May 2019 | Revised Manuscript received on 12 May 2019 | Manuscript published on 30 May 2019 | PP: 866-868 | Volume-8 Issue-7, May 2019 | Retrieval Number: G5904058719/19©BEIESP
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Abstract: Former incidence of earthquake consequences in breakdown of building which were not predominantly contrived to be earthquake resistant. In interpretation of this, the structure has to be premeditated with seismic confrontation. An earthquake is the outcome of an abrupt release of dynamism in the Earth’s crust that crafts seismic waves. It is also known as a quake, tremor or temblor. An earthquake is instigated by a sudden slip on a fault.
Keyword: Dynamic Analysis, Response Spectrum Method, Zone III and V, Shapes H and T
Scope of the Article: Building and Environmental Acoustics