Seismic Response of Building-Equipment Isolated With Polynomial Friction Pendulum Isolator

Authors

  • Vishal M Bhayani  Post Graduate Student (Structural Engineering) Department of Civil Engineering, Chandubhai S. Patel Institute of Technology, Charotar University of Science and Technology, Changa, Gujarat, India
  • Vijay R. Panchal  Professor and Head, Department of Civil Engineering, Chandubhai S. Patel Institute of Technology, Charotar University of Science and Technology, Changa, Gujarat, India

Keywords:

Base isolation, PFPI, VFPI, Ground motion data, Building with equipment, Newmark’s linear acceleration method

Abstract

Numerical study of multistory building with equipment isolated by the Polynomial Friction Pendulum Isolator (PFPI) is carried out. Six different earthquake ground excitations are used as input ground motions. For this purpose, seismic response of building with equipment isolated with PFPI is obtained under normal component of different ground motions by using Newmark’s linear acceleration method. The seismic response of building isolated with PFPI is compared with that of Variable Frequency Pendulum Isolator (VFPI) to examine the effectiveness of PFPI. From the comparative study, it is observed that the VFPI is more efficient in reducing the seismic response of building with equipment as compared to PFPI.

References

  1. Murnal, P. and Sinha, R.  (2004) “Aseismic design of structure –equipment systems using variable frequency pendulum isolator”, Nuclear Engineering and Design, Vol. 231, pp: 129-139.
  2. Aravinthan, K., Venkatesh, D. L. and Prince, A. G. (2016) “Need of efficient hybrid base isolation technology from current practice”, Vol. 11, pp: 557-563.
  3. Lu, L., Lee, T., Juang, S. and Yeh, S. (2013) “Polynomial friction pendulum isolators (PFPIs) for building floor isolation: An experimental and theoretical study”, Engineering Structures, Vol. 56, pp: 970-982.
  4. Saha, A., Saha, P. and Patro, S. (2017) “Polynomial friction pendulum isolators (PFPIs) for seismic performance control of benchmark highway bridge” Earthquake Engineering and Engineering Vibration, Vol. 16, pp: 827-840.
  5. Girish, M. and Pranesh, M. (2013) “Sliding Isolation Systems: State-of-the-Art Review”, IOSR Journal of Mechanical and Civil Engineering, Vol. 6, pp: 30-35.

International Journal of Scientific Research in Science, Engineering and Technology

Downloads

Published

2018-04-10

Issue

Volume 4, Issue 5, March-April-2018

Section

Research Articles

License

Copyright (c) IJSRSET

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

How to Cite

[1]
Vishal M Bhayani, Vijay R. Panchal "Seismic Response of Building-Equipment Isolated With Polynomial Friction Pendulum Isolator" International Journal of Scientific Research in Science, Engineering and Technology (IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 4, Issue 5, pp.234-238, March-April-2018.