Finite Element Analysis of Reinforced Concrete Building Frame 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, Soil Condition, Abaqus/CAE 6.14, Equivalent Stress(S), Translation & Rotation (U)

Abstract

Present Analysis investigates the effect of soil structure interaction on the structural behavior of a G+6
Storey building during an earthquake. The analysis is done by using (Simulia Abaqus/CAE 6.14) software. The Analysis
is carried out for 1x1 bays with G+6 storey’s R.C. Frame building with Isolated Footing - Fixed Support Condition
(without Soil) & with three different types of soils - soft, Medium, Hard. The interactive analyses are carried out for 3
different values of Modulus of Elasticity and Poisson’s Ratio. Comparison of Translation & Rotation (U) and Equivalent
Stress (S) of the frame is done for Fixed Support (without Soil) and with three different types of soils - soft, Medium,
Hard.

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Published

2020-03-25

How to Cite

Bhavesh Banjare, & Gangadhar Ramtekkar. (2020). Finite Element Analysis of Reinforced Concrete Building Frame with Consideration of Soil Structure Interaction . International Journal of Advance Engineering and Research Development (IJAERD), 7(3), 1–7. Retrieved from https://ijaerd.org/index.php/IJAERD/article/view/4562

Issue

Vol. 7 No. 3 (2020): Volume: 07, Issue: 03 - March, 2020

Section

Articles