BASE ISOLATION SYSTEMS

Authors

  • Aisam Mohamed Emhamed Al-Bandag Department of Civil Engineering, Higher Institute of Science and Technology- Tarhuna, Libya Author
  • Yakhlaf zakrie Yakhlaf Emhemmed Department of Civil Engineering, Higher Institute for Engineering Technologies-Alsaba, Libya Author
  • Ammar Mostafa Jomaa Ramadan Department of Civil Engineering,,Higher Institute of Science and Technology- Awlad Ail, Libya Author

DOI:

https://doi.org/10.65405/wmr5gm57

Keywords:

BASE, ISOLATION , SYSTEMS

Abstract

Base isolation (BI) is one of the most widely accepted techniques of structural control to protect structures from strong earthquakes. It is introduced to decouple the building structure from potentially damaging earthquake motion preventing the superstructure  absorbing the earthquake energy. In this project, base isolation systems are reviewed and their history, types, purposes and  main principles are discussed.

 The research aims to study the effect of using base  systems consisting of cross linear bearings and rubber bearings in improving the seismic behavior of tall buildings under the influence of several earthquakes, using the ABAQUS program, by changing several parameters (change of building height, friction coefficient within the cross linear bearing, damping energy of rubber isolators accompaniment).The mechanism of the base isolator increases the natural period of the overall structure, and decreases its acceleration response to seismic motion.

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References

[1] A. Parducci, M. Mezzi: "Economics in Seismic Isolation Options - Expected Benefits -Versus Construction Costs" - Pacific Conference on Earthquake Engineering –Melbourne (Australia) Nov. 1995.

[2] Dipartimento per iServiziTecnici Nazionali - "Il Terremoto di Kobe del 17 Gennaio 1995" - Rapporto del ServizioSismico Nazionale - Roma, Marzo 1995 (in Italian).

[3] "Preliminary Report on the Great Hanshin Earthquake, Jan. 17 1995" – Disaster Prevention Research Institute - Kyoto University - Special Issue - February 1995.

[4] Earthquake Engineering Research Center - "Preliminary Report on the Seismological and Engineering Aspects of the January 17, 1994 Northridge Earthquake" -Report No. UCB/EERC-94/01 - University of California - Berkeley (California) – January 1994.

[5] Trevor E Kelly, S.E. “BASE ISOLATION OF STRUCTURES”, (pp. 1-8, Tech. No. 6). Wellington: Holmes Consulting Group Ltd. New Zealand, (2001).

[6] Kelly, J. M., "Design of Seismic Isolated Structures - From Theory to Practice", John Wiley & Sons, Inc., 1999.

[7] Murat Eroz& Reginald DesRochesb, Bridge seismic response as a function of the friction pendulum system (fps) modeling assumptions, Journal of Engineering Structures, 30(11), 2008, 3204–3212

[8] A.Mokhaet. Sanap, Pradip D. Jadhao, S. M. Dumne, Earthquake Response Mitigation of RC Building Using Friction Pendulum System, American Journal of Engineering Research, 3(11), 2014,30 -37

[9] R. Ivan Skinner, William H. Robinson, Graeme H. McVerry, “An Introduction to Seismic Isolation”, John Wiley & Sons Ltd., England, (1993)

[10] FarzadNaeim, James M. Kelly, “Design of Seismic Isolated Structures from Theory to Practice”, John Wiley & Sons Inc., USA, (1999)

[11] Acar E. Comparison of design specifications for seismically isolated buildings. M.Sc. thesis, Middle East technical university, Turkey 2006.

[12] Sustainability of Structure Using Base Isolation Techniques for Seismic Protection PallaviWamanraoTaywade, Madhuri Narayan Savale IJIRSET Vol. 4, Issue 3, March 2015.

[13] ASCE/SEI 7-16, “Minimum Design Loads and Associated Criteria for Buildings and Other Structures”, Chapter 17: Seismic Design Requirements for Seismically Isolated Structures, American Society of Civil Engineers, Reston, VA, 2017.

[14] AASHTO, “Guide Specifications for Seismic Isolation Design”, 4th Edition, American Association of State Highway and Transportation Officials, Washington, D.C., 2014.

[15] Zayas, V. A., Low, S. S., Mahin, S. A., “A Simple Pendulum Technique for Achieving Seismic Isolation”, Earthquake Spectra, 6(2), 1990, 317–333.

[16] Robinson, W. H., “Lead-Rubber Hysteretic Bearings Suitable for Protecting Structures during Earthquakes”, Earthquake Engineering & Structural Dynamics, 10(4), 1982, 593–604.

[17] Kelly, J. M., “Earthquake-Resistant Design with Rubber”, 2nd Edition, Springer-Verlag, London, 1997.

[18] Chopra, A. K., “Dynamics of Structures: Theory and Applications to Earthquake Engineering”, 5th Edition, Pearson, 2017.

[19] CEN, EN 15129:2009, “Anti-seismic devices”, European Committee for Standardization, Brussels, 2009.

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Published

2026-11-08

How to Cite

BASE ISOLATION SYSTEMS. (2026). Al-Farooq Journal of Sciences, 2(4), 1421-1443. https://doi.org/10.65405/wmr5gm57