Shake Table Studies on the Response of Scale Model Framed Structure on Geotechnical Seismic Isolation System
Publication: Geo-Congress 2022
ABSTRACT
Seismic protection of buildings using the innovative concept of Geotechnical Seismic Isolation (GSI) has emerged as a sustainable and economical alternative to the conventional base isolation system. The GSI system comprises horizontal layers of high damping, adequate stiffness, energy-absorbing material sandwiched between the natural soil and the building foundation. The GSI layer enables the dissipation of the incoming seismic waves, thereby minimizing the transmission of seismic energy to the building structure. The present study aims to experimentally investigate the performance of a scaled model framed structure placed on a well-designed GSI system comprising of sand-rubber mixture, using laboratory shake table studies. A 5-storey scaled model framed structure is placed on the GSI system in the middle of a sand bed inside a laminar shear box and subjected to seismic excitations. The lateral displacement of the model structure resting on the GSI layer was substantially reduced by 30% at fifth floor level compared to that of pure sand condition without GSI. Overall, the seismic isolation capability of the GSI system was found to be effective for mid-rise framed structures in terms of reduced acceleration and displacement response at different floor levels of the building.
Get full access to this chapter
View all available purchase options and get full access to this chapter.
REFERENCES
Al-Rkaby, A. H. J. (2019). “Strength and deformation of sand-tire rubber mixtures (STRM): An experimental study.” Stud. Geotech. Mech., 41(2).
Bandyopadhyay, S., Sengupta, A., and Reddy, G. R. (2015). “Performance of sand and shredded rubber tire mixture as a natural base isolator for earthquake protection.” Earthq. Eng. Eng. Vib., 14(4), 683–693.
BIS (Bureau of Indian Standards). (1980). Methods of test for soils, part 3: Determination of specific gravity. IS: 2720 (Part 3)-1980, New Delhi, India.
BIS (Bureau of Indian Standards). (1983). Methods of test for soils, part 14: Determination of density index (relative density) of cohesionless soils. IS: 2720 (Part 14)-1983, New Delhi, India.
BIS (Bureau of Indian Standards). (1985). Methods of test for soils, part 4: Grain size analysis. IS: 2720 (Part 4)-1985, New Delhi, India.
Brunet, S., de la Llera, J. C., and Kausel, E. (2016). “Non-linear modeling of seismic isolation systems made of recycled tire-rubber.” Soil Dyn. Earthq. Eng., 85, 134–145.
CSi (Computers and Structures). (2010). Analysis reference manual for SAP2000 v14. Berkeley, CA: CSi
Dhanya, J. S., Boominathan, A., and Banerjee, S. (2019). “Performance of Geo-Base Isolation System with Geogrid Reinforcement.” Int. J. Geomech., 19(7), 04019073.
Dhanya, J. S., Boominathan, A., and Banerjee, S. (2020). “Response of low-rise building with geotechnical seismic isolation system.” Soil Dyn. Earthq. Eng., 136, 106187.
Hazarika, H., and Yasuhara, K. (2008). “Tire derived recycle material as earthquake resistant geosynthetic.” Jioshinsetikkusu Rombunshu/Geosynthetics Eng. J., 23, 83–88.
Hazarika, H., Yasuhara, K., Kikuchi, Y., Karmokar, A. K., and Mitarai, Y. (2010). “Multifaceted potentials of tire-derived three dimensional geosynthetics in geotechnical applications and their evaluation.” Geotext. geomembranes, 28(3), 303–315.
Hokmabadi, A. S., Fatahi, B., and Samali, B. (2015). “Physical modeling of seismic soil-pile structure interaction for buildings on soft soils.” Int. J. Geomech., 15(2), 4014046.
Mashiri, M. S., Vinod, J. S., Sheikh, M. N., and Tsang, H.-H. (2015). “Shear strength and dilatancy behaviour of sand–tyre chip mixtures.” Soils Found., 55(3), 517–528.
Matsagar, V. A., and Jangid, R. S. (2008). “Base isolation for seismic retrofitting of structures.” Pract. Period. Struct. Des. Constr., 13(4), 175–185.
Moncarz, P., and Krawinkler, H. (1981). “Theory and application of ex- perimental model analysis in earthquake engineering.”, John A. Blume Earthquake Engineering Center, Dept. of Civil and Envi- ronmental Engineering, Stanford Univ., Stanford, CA.
Pitilakis, K., Karapetrou, S., and Tsagdi, K. (2015). “Numerical investigation of the seismic response of RC buildings on soil replaced with rubber–sand mixtures.” Soil Dyn. Earthq. Eng., 79, 237–252.
Rao, G. V., and Dutta, R. K. (2006). “Compressibility and strength behaviour of sand–tyre chip mixtures.” Geotech. Geol. Eng., 24(3), 711–724.
Rayhani, M. H., and El Naggar, M. H. (2008). “Numerical modeling of seismic response of rigid foundation on soft soil.” Int. J. Geomech., 8(6), 336–346.
Senetakis, K., Anastasiadis, A., and Pitilakis, K. (2012). “Dynamic properties of dry sand/rubber (SRM) and gravel/rubber (GRM) mixtures in a wide range of shearing strain amplitudes.” Soil Dyn. Earthq. Eng., 33(1), 38–53.
Tabatabaiefar, H. R., and Mansoury, B. (2016). “Detail design, building and commissioning of tall building structural models for experimental shaking table tests.” Struct. Des. Tall Spec. Build., 25(8), 357–374.
Tsang, H. (2008). “Seismic isolation by rubber–soil mixtures for developing countries.” Earthq. Eng. Struct. Dyn., 37(2), 283–303.
Tsang, H., Lo, S. H., Xu, X., and Neaz Sheikh, M. (2012). “Seismic isolation for low‐to medium‐rise buildings using granulated rubber–soil mixtures: numerical study.” Earthq. Eng. Struct. Dyn., 41(14), 2009–2024.
Tsang, H., Tran, D., Hung, W., Pitilakis, K., and Gad, E. F. (2021). “Performance of geotechnical seismic isolation system using rubber‐soil mixtures in centrifuge testing.” Earthq. Eng. Struct. Dyn., 50(5), 1271–1289.
Xiong, W., and Li, Y. (2013). “Seismic isolation using granulated tire–soil mixtures for less‐developed regions: experimental validation.” Earthq. Eng. Struct. Dyn., 42(14), 2187–2193.
Zornberg, J. G., Cabral, A. R., and Viratjandr, C. (2004). “Behaviour of tire shred sand mixtures.” Can. Geotech. J., 41(2), 227–241.
Information & Authors
Information
Published In
History
Published online: Mar 17, 2022
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.