• MIRAJJ KETAN THAKER
• DHRUVAL SURIYA
• DILESH SOLANKI
• SHREYA GAIKWAD
• VENKATESH RAJPUT

The basic intention of seismic protection systems is to decouple the building structure from the damaging components of the earthquake input motion, that is, to prevent the superstructure of the building from absorbing the earthquake energy. This paper reviews the experimental study and model simulation of kinematic bearings with use of voided biaxial slab system (uboot technology). Shaking table test was done. from moderate to severe vibrations and effects like gyro, acceleration, drift, maximum displacement was derived. The aim is to build such type of structure which provides maximum stability and minimum damage to building components during seismic action, also to make structure economical and environmentally sustainable in seismic zones

seismic waves, polypropylene, rubber Bearings, voided slab

"SEISMIC ANALYSIS OF KINEMATIC BEARINGS USING VOIDED BIAXIAL SLAB", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 6, page no.10-19, June 2019, Available :http://www.jetir.org/papers/JETIR1908463.pdf

"SEISMIC ANALYSIS OF KINEMATIC BEARINGS USING VOIDED BIAXIAL SLAB", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 6, page no. pp10-19, June 2019, Available at : http://www.jetir.org/papers/JETIR1908463.pdf