i-manager Publications

Comparative Analysis of Seismic Response of Buildings with Different Base Isolation Systems

Shankar H. Sanni*, Vilas Kulkarni**

*-** Department of Civil Engineering, Basaveshwar Engineering College, Bagalkot, Karnataka, India.

Periodicity:December - February'2022
DOI : https://doi.org/10.26634/jste.10.4.18414

Abstract

When a structure is subjected to earthquake forces, vibrations are setup in the structure leading to severe damages to the structure and results in loss of property and life. Now a days, keen attention is given to research and development of vibration control devices to mitigate the seismic effects. The present duty of civil engineer is to discover earthquake resisting design approach to reduce structural damages. The basic technology used to protect the structure from damaging earthquake effects is “base isolation”. The base isolation system decouples the super-structure from the substructure by means of flexible devices through which seismic energy is dissipated. In the present context G+15 storey structure situated in zone V is modeled and analyzed using ETABS-2017 software by providing different base isolation systems namely a) RC structure having fixed base b) RC structure with Fluid Viscous Damper (FVD) and Lead Rubber Bearing (LRB). Response of the structure is studied in terms of story displacement, story drift, base shear, natural time period and design lateral forces. It is found that the provision of Fluid Viscous Damper (FVD) and Lead Rubber Bearing (LRB) in a same structure shows better performance in story displacement, base shear, story drift, natural time period and design lateral forces as compared to fixed base model.

Keywords

Base Isolation, ETABS-2017, Fluid Viscous Damper, Lead Rubber Bearing.

How to Cite this Article?

Sanni, S. H., and Kulkarni, V. (2022). Comparative Analysis of Seismic Response of Buildings with Different Base Isolation Systems. i-manager’s Journal on Structural Engineering, 10(4), 21-31. https://doi.org/10.26634/jste.10.4.18414

References

[1]. Bureau of Indian Standards. (1987). Code of Practice for Design loads (other than Earthquake) for buildings and structures (IS: 875 (Part 1)-1987), Dead loads, New Delhi, India.

[2]. Bureau of Indian Standards. (1987). Code of Practice for Design loads (other than Earthquake) for buildings and structures (IS: 875 (Part 2)-1987), Imposed loads, New Delhi, India.

[3]. Bureau of Indian Standards. (1987). Code of Practice for Design loads (other than Earthquake) for buildings and structures (IS: 875 (Part 3)-1987), Wind loads, BIS, New Delhi, India.

[4]. Bureau of Indian Standards. (2000). Plain and Reinforced Concrete-Code of Practice (Fourth Revision) IS 456:2000, (Reaffirmed 2011), New Delhi, India.

[5]. Bureau of Indian Standards. (2016). Criteria for Earthquake Resistant Design of Structures (IS: 1893 (Part 1)-2016), New Delhi, India.

[6]. Darshale, S. D., & Shelke, N. L. (2016). Seismic response control of vertically irregular RCC structure using base isolation. International Journal of Engineering and Research, 5(2), 683-689. https://doi.org/10.17950/ijer/v5i3/036

[7]. Dhawade, S. M., & Harle, S. M. (2014). Seismic performance of base isolated & fixed based RC frame structure using ETABS. International Journal of Engineering Sciences and Research Technology, 2277-9655.

[8]. Khannavar, S., & Kolhar, M. H. (2016). Seismic analysis of RC structure using base isolation technique. International Research Journal of Engineering and Technology, 3(7), 2320-2327.

[9]. Moretti, S., Trozzo, A., Terzic, V., Cimellaro, G. P., & Mahin, S. (2014). Utilizing base-isolation systems to increase earthquake resiliency of healthcare and school buildings. Procedia Economics and Finance, 18, 969-976. https://doi.org/10.1016/S2212-5671(14)01024-7

[10]. Priyanka, N., Thivya, J., & Vijayaraghavan, J. (2019). Seismic study of multi-storey structure with fluid viscous dampers using ETABS. International research Journal of Engineering and Technology, 6(4), 3584-3589.

[11]. Shirol, S., & Kori, J. J. (2017). Seismic base isolation of RC frame structure with and without infill. International research Journal of Engineering and Technology, 4(6), 1783-1792.

[12]. Tyagi, B., & Tyagi, B. S. (2018). Seismic response study of multi-storied reinforced concrete building with fluid viscous dampers. International Research Journal of Engineering and Technology (IRJET), 5(5), 2267-2271.

[13]. Uniform Building Code. (1997). International Conference of Building Officials. Retrieved from https:// bayarearetrofit.com/wp-content/uploads/2022/01/UCBC.pdf

If you have access to this article please login to view the article or kindly login to purchase the article

Single Article

	North Americas,UK, Middle East,Europe		India	Rest of world
	USD	EUR	INR	USD-ROW
Online	15	15

ADD TO CART

Options for accessing this content:

If you would like institutional access to this content, please recommend the title to your librarian.
If you already have i-manager's user account: Login above and proceed to purchase the article.
New Users: Please register, then proceed to purchase the article.