Earthquake Analysis, of RC Structure using Different Codes and Different Countries
Gaurav Charavande1, Savita Maru2
1Gaurav Charavande, Post-Graduation Student, Ujjain Engineering College, RGPV. University, Bhopal M.P, India.
2Savita Maru, Professor, Department of Civil Engineering, Ujjain Engineering College, RGPV. University, Bhopal M.P, India.
Manuscript received on November 22, 2019. | Revised Manuscript received on December 15, 2019. | Manuscript published on December 30, 2019. | PP: 1968-1971 | Volume-9 Issue-2, December, 2019. | Retrieval Number: B2915129219/2019©BEIESP | DOI: 10.35940/ijeat.B2915.129219
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: This paper presents a seismic behavior of various structures using different codal provision as given Indian code, American code, &Newzealand code for earthquake analysis. This study is carried out on residential building of G+5, G+11, G+21 of Special RC structure . Modeling of the structure is done as per ETAB software. Time period of the structure in both the direction is taken from the software as per the three standard (9 model are made 3 model for each code). A comparative analysis is performed in terms of base shear, deflection limit, stores drift at linearly static and response spectrum.
Keywords: Base Shear, Displacement, Seismic Analysis , Storey Drift