DOI QR코드

DOI QR Code

Structure's base design for earthquake protection numerical and experimental study

  • Alsaif, K. (King Saud University) ;
  • Kaplan, H. (Department of Mechanical Engineering, University of Wisconsin-Madison)
  • Received : 2001.02.26
  • Accepted : 2003.02.06
  • Published : 2003.07.25

Abstract

A base isolation system is proposed for earthquake protection of structures. The system incorporates spherical supports for the base, a specially designed spring-cam system to keep the base rigidly supported under normal condition and to allow it to move for the duration of the earthquake under the constraint of a spring with optimized non-linear characteristics. A single-story model is constructed to investigate the feasibility of the concept. Numerical simulations of the system as well as experimental results show that 95% reduction of the transmitted force to the structure can be achieved. To demonstrate the effectiveness of this isolation mechanism, the maximum dynamic bending stress developed at predetermined critical points within the frame of the structure is measured. Significant reduction of the dynamic stresses is obtained.

Keywords

References

  1. Almazan, J.L. and De La Llera, J.D. (1998), "Modelling aspects of structures isolated with the frictional pendulum system", Earthq. Eng. Struct. Dyn., 27, 845-867. https://doi.org/10.1002/(SICI)1096-9845(199808)27:8<845::AID-EQE760>3.0.CO;2-T
  2. Jahilal, P. and Utku, S. (1996), "Active control in passively base isolated buildings subjected to lower power excitations", Comput. Struct., 66(2-3), 423-440.
  3. Kaplan, K. and Seireg, A. (1999), "A computer controlled system for earthquake protection of structures", Int. J. Computer Applications in Technology, 13(1/2).
  4. Kareem, A. (1994), "The next generation of tuned liquid dampers", First World Conf. on Structure Control, Los Angeles, California, USA.
  5. Mostaghel, N. and Davis, T. (1997), "Representations of Coloumb friction for dynamic analysis", Earthq. Eng. Struct. Dyn., 26, 541-548. https://doi.org/10.1002/(SICI)1096-9845(199705)26:5<541::AID-EQE660>3.0.CO;2-W
  6. Palazzo, B. and Petti, L. (1994), "Seismic response control in base isolation systems using tuned mass dampers", First World Conf. on Structure Control, Los Angeles, California, USA.
  7. Wang, Y.P. and Liu, C.J. (1994), "Active control of sliding structures under strong earthquakes", First World Conf. on Structural Control, Los Angeles, California, USA.
  8. Wang, Y.P. and Reinhorn, A.M. (1989), "Motion control of sliding isolated structures", Seismic, Shock and Vibration Isolation, edited by Chung, H. and Fujita, T., 181, ASME.
  9. Zhou, Q. and Lu, X. (1998), "Dynamic analysis on structures base isolated by a ball system with restoring property", Earthq. Eng. Struct. Dyn., 27, 773-791. https://doi.org/10.1002/(SICI)1096-9845(199808)27:8<773::AID-EQE749>3.0.CO;2-A

Cited by

  1. Seismic behaviour of isolated fluid storage tanks: A-state-of-the-art review vol.18, pp.4, 2014, https://doi.org/10.1007/s12205-014-0153-7