Abstract
It is a fact that response of the soil influences the motion of the structure and the motion of the structure in turn influences the response of the soil which is known as soil–structure interaction (SSI). The present study aims to evaluate the seismic performance of building frames considering SSI effect on scale-down steel building frame model prepared corresponding to RC prototype building frames of various height which are designated with reference to H/B ratio (H and B being height and width of building, respectively) as low-rise building for H/B less than 3.5, mid-rise building for H/B in between 3.5 and 5.25, and high-rise building for H/B higher than 5.25. The building frames considered are square in plan with single bay in both directions resting on GW soil. The experimental setup for fixed and flexible base condition is developed in the laboratory. The scaled-down models are subjected to El Centro time history using uniaxial servo hydraulic shake table. The effect of SSI on various dynamic parameters, i.e. acceleration, velocity, and displacement are studied. The study reveals that SSI effect is not significant in the low-rise building frame. However, with the increasing H/B ratio, SSI effect goes on becoming significant and predominant with nonlinear response. The study further reveals that mid-rise building frames is severely affected than high-rise building frame. In high-rise building frame, lower 30% portion is not affected by SSI. The middle 30% portion is producing almost same results for both the base condition. However, upper 40% portion of the building is significantly affected by SSI. Therefore, it is inferred that, not all, but certain building frames get affected by SSI depending upon their configuration such as H/D ratio and plan geometry apart from ground input motion (El Centro) supported on soil (GW) soil. Hence, it is recommended to incorporate SSI in the analysis of mid-rise and high-rise building frames to identify its vulnerability against safety and stability.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Gazetas G (1991) Formulas and charts for impedances of surface and embedded foundations. J Geotech Eng 117(9):1363–1381
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
Hirave V, Kalyanshetti M (2018) Seismic response of steel braced building frame considering soil structure interaction (SSI): an experimental study. J Inst Eng India, Ser A 99(1):113–122
Halkude SA, Kalyanshetti MG (2014) Soil structure interaction effect on seismic response of R.C. frames with isolated footing. Int J Eng Res Technol 03(1):2767–2775
Tabatabaiefar SHR, Fatahi B, Samali B (2014) Numerical and experimental investigations on seismic response of building frames under influence of soil-structure interaction. Advan Struct Eng 17(1):109–130
Sharma A, Reddy GR, Vaze KK (2012) Shake table tests on a non-seismically detailed RC frame structure. Struct Eng Mech 41(1):1–24
Jayalekshmi BR, Lohith K, Shivashankar R, Venkataramana K (2008) Experimental investigation on dynamic characteristics of structures founded on dispersive soil. The 12th international conference of international association for computer methods and advances in geomechanics (IACMAG) Goa, India, pp 2717–2724
IS 1893 (part 1) (2002) Indian standard criteria for earthquake resistant design of structures, Bureau of Indian Standards, New Delhi
IS 456 (2000) Plain and reinforced concrete—Code of practice, Bureau of Indian Standards, New Delhi
Meymand PJ (1998) Shaking table scale model tests of nonlinear soil-pile-superstructure interaction in soft clay. Ph.D. thesis in civil engineering. University of California, Berkeley
Sabnis GM, Harris HG, White RN, Mirza MS (1983) Structural modeling and experimental techniques, prentice hall Inc., Engelwood Cliff, New Jersey
Bowles JE (1996) Foundation analysis and design. Tata McGraw-Hill, New Delhi
IS-2720 (Part 3) (1980) “Methods of test for soil—determination of specific gravity” Bureau of Indian Standards, New Delhi
IS-2720 (Part 7) (1980) Methods of test for soils—determination of water content-dry density relation using light compaction. Bureau of Indian Standards, New Delhi
IS-2720 (Part 13) (1986) Methods of test for soils—direct shear test. Bureau of Indian Standards, New Delhi
IS-2720 (Part 5) (1985) Methods of test for soils—determination of liquid and plastic limit. Bureau of Indian Standards, New Delhi
Chopra AK (2003) Dynamics of structures, theory and application to earthquake engineering. Prentice Hall, New Delhi
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2021 The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Kalyanshetti, M.G., Halkude, S.A. (2021). Seismic Performance of Building Frames Considering Soil–Structure Interaction. In: Sitharam, T., Pallepati, R.R., Kolathayar, S. (eds) Seismic Design and Performance. Lecture Notes in Civil Engineering, vol 120. Springer, Singapore. https://doi.org/10.1007/978-981-33-4005-3_17
Download citation
DOI: https://doi.org/10.1007/978-981-33-4005-3_17
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-33-4004-6
Online ISBN: 978-981-33-4005-3
eBook Packages: EngineeringEngineering (R0)