Abstract
The phenomenon of soil-structure interaction greatly affects the design of RC shear wall building frame resting on a deformable soil. In the present work, a G + 5 RC shear wall building frame (4 × 3 bays and 6 storeys) having open foundation (isolated footings) and resting on deformable soil is considered, to investigate axial force and bending moments in the columns. The 3-D interaction analysis is carried out using finite element software ANSYS. The superstructure and soil are considered to follow linear stress-strain relationship. The interaction analysis is carried out under various combinations of seismic loading as per IS-1893 (Part I): 2002. It is found that interaction phenomenon causes significant redistribution of forces in the superstructure. The governing bending moments in the bottom columns, along the direction of seismic loads, are increased many times as a result of soil-structure interaction as compared to the conventional non-interaction analysis.
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References
Arlekar JN, Jain S, Murthy CVR (1997) Seismic response of R.C. frames buildings with soft first storeys. In: Proceedings of CBRI golden jubilee year conference, New Delhi, India, pp 13–14
ANSYS Inc. (2009) ANSYS structural analysis guide. ANSYS Inc., Southpointe, 275 Technology Drive, Canonsburg, PA 15317
Bishop AW and Henkel DJ (1962) The measurement of soil properties in the tri-axial test. Edward Arnold (Publishers) Ltd., London
Dutta SC, Bhattacharya K, Roy R (2004) Response of low-rise buildings under seismic ground excitation incorporating soil-structure interaction. Soil Dyn Earthq Eng 24:893–914
Vivek Garg, Hora MS (2012) Interaction effect of space frame-strap footing-soil system on forces in superstructure. ARPN J Eng Appl Sci 7(11):1402–1415
IS 1893 (Part I) (2002)—Criteria for earthquake resistant design of structures. (Part I : General provisions and buildings) (Fifth Revision)
Natarajan K, Vidivelli B (2009) Effect of column spacing on the behaviour of frame-raft and soil systems. J Appl Sci 9(20):3629–3640
Noorzaei J, Viladkar MN, Godbole PN (1995) Elasto-plastic analysis for soil-structure interaction in framed structures. Comput Struct 55(5):797–807
Shakib H, Atefatdoost GR (2011) Effect of soil-structure interaction on torsional response of asymmetrical wall type systems. (Elsevier), Procedia Eng 14:1729–1736
Stavridis LT (2002) Simplified analysis of layered soil-structure interaction. J. Struct. Eng. Div.,ASCE, 128(2), pp 224–230
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Jain, D.K., Hora, M.S. (2015). Interaction Analysis of Space Frame-Shear Wall-Soil System to Investigate Forces in the Columns Under Seismic Loading. In: Matsagar, V. (eds) Advances in Structural Engineering. Springer, New Delhi. https://doi.org/10.1007/978-81-322-2193-7_62
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DOI: https://doi.org/10.1007/978-81-322-2193-7_62
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