SEISMIC ANALYSIS OF STEP BACK BUILDING ON SLOPING GROUND WITH AND WITHOUT SHEAR WALL

Authors

  • S. Khaleelbasha PG Scholar, Department of Civil Engineering, Jawaharlal Nehru Technological University Anantapur, Anantapuramu, India
  • Dr.C. Sashidhar Professor, Department of Civil Engineering, Jawaharlal Nehru Technological University Anantapur, Anantapuramu, India
  • B. Sreenivas Structural Engineer, BUTLAS Consulting Engineers Pvt Ltd, Hyderabad, Telangana, India

Keywords:

ETABS software, seismic analysis, shear wall, linear static analysis, sloping ground, storey displacement, storey drifts

Abstract

In this study a RCC building G+7storey with step back structure and the sloping ground in 150 is considered. A reinforced concrete structure including shear wall in the seismic analysis of structure is done by linear static analysis method. Shear walls are one of the most effective horizontal forces resisting components in multi storied structures. Structural walls give a productive efficient bracing system and offer incredible potential for lateral load resistance. In this project utilizing ETABS 2016 programming to storey displacements, storey drifts, along with tables and graphs to compare the inclining ground building with and without shear wall. Here investigated the storey displacements and storey drifts values are within permissible limits as per I.S. 1893-2016 code of practice earthquake analysis and also comparing the storey displacement and storey drifts values of sloping ground building in different
zones.

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Published

2021-10-23

How to Cite

Khaleelbasha, S., Sashidhar, D., & Sreenivas, B. (2021). SEISMIC ANALYSIS OF STEP BACK BUILDING ON SLOPING GROUND WITH AND WITHOUT SHEAR WALL. International Journal of Technical Innovation in Modern Engineering & Science, 6(9), 52–60. Retrieved from https://ijtimes.com/index.php/ijtimes/article/view/156

Issue

Vol. 6 No. 9 (2020): Vol. 6 No. 9: Volume 6 Issue 9 (September-2020)

Section

Articles