EARTHQUAKE ANALYSIS OF G+13MULTI-STOREY BUILDING WITH RESPONSE SPECTRUM METHOD USING E-TABS

Authors

  • Siddharth Jain, Prof. Vijay Kumar Shrivastava, Prof. Yogesh Kumar Bajpai Currently Pursuing Master Degree Program in Structural Engineering in Gyan Ganga Institute of Technology & Sciences Jabalpur, RGPV University Bhopal, India Asst.Prof. Department of Civil Engineering in Gyan Ganga Institute of Technology & Sciences, Jabalpur HOD, Department of Civil Engineering Gyan Ganga Institute of Technology & Sciences , Jabalpur

Keywords:

High rise building, Seismic analysis, Response spectrum method, Lateral displacements, Storey drift index, Time period, Frequenc

Abstract

This paper explain the importance of shear wall frame structures in multi-storey building over bare frame structures. In this work seismic analysis is presented with two cases first one is bare frame structures and second one is shear wall structure. In this work a unsymmetrical plan is selected for seismic analysis in ZONE-III. This analysis produce the results such as maximum lateral displacements, storey drift index and time period. The analysis is completely done by response spectrum method using E-TABS 9.7.4 software packages. 

References

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Published

2016-03-31

Issue

Vol. 5 No. 4 (2016): MARCH 2016

Section

Articles

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