Analysis of Reinforced Concrete Building Frame resting on different Support and Soil Condition with Consideration of Soil Structure Interaction

Authors

  • Bhavesh Banjare Bachelor of Technology Student, Department of Civil Engineering, National Institute of Technology-Raipur492010,Chhattisgarh,India
  • Gangadhar Ramtekkar Professor, Department of Civil Engineering, National Institute of Technology-Raipur-492010, Chhattisgarh, India

Keywords:

Building Analysis, Soil structure interaction, Support Condition, STAAD Pro V8i, Displacement

Abstract

Present Analysis investigates the effect of soil structure interaction on the structural behavior of a building
during an earthquake of G+2, G+6 & G+12 Storey Building. The analysis is done by using (Bentley STAAD Pro V8i
Version 2007) software. The Analysis carried out for 3x3 bays with G+2, G+6 and G+ 12 storey’s R.C.C Frame building
with different Support Condition like Fixed, Hinged & Spring. The interactive analyses are carried out for 3 different
values of modulus of sub grade reaction. Comparison of both nodal displacements and reactions of the frame is done for
different soil and support conditions for all three cases.

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Published

2019-11-25

How to Cite

Bhavesh Banjare, & Gangadhar Ramtekkar. (2019). Analysis of Reinforced Concrete Building Frame resting on different Support and Soil Condition with Consideration of Soil Structure Interaction . International Journal of Advance Engineering and Research Development (IJAERD), 6(11), 106–116. Retrieved from https://ijaerd.org/index.php/IJAERD/article/view/4494

Issue

Vol. 6 No. 11 (2019): Volume: 06, Issue: 11 - November, 2019

Section

Articles