A simplified earthquake resistant design method for base isolated multistorey structures

Authors

  • Takim Andriono Petra Christian University, Surabaya, Indonesia
  • Athol J. Carr University of Canterbury, Christchurch, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.24.3.238-250

Abstract

This paper describes the step-by-step design procedure of a simplified approach proposed for use in practical design of base isolated multi-storey structures. The proposed method can be used to accurately estimate the inertia forces, not only at the level of the isolation devices but throughout the height of the structure.

References

ANDRIONO, T. and CARR, A. J., Reduction and Distribution of Lateral Seismic Inertia Forces on Base Isolated Multistorey structures, Bull. of the NZNSEE, Vol. 24, No. 3, pp225-237, Sept. 1991. DOI: https://doi.org/10.5459/bnzsee.24.3.225-237

ANDRIONO, T., Seismic Resistant Design of Base Isolated Multistorey Structures, PhD Thesis, Department of Civil Eng., Univ. of Canterbury, 1989.

HURTY, W. C. COLLINS, J. D., and HART, G. C., Dynamic Analysis of Large Structures by Modal Synthesis Techniques, Computer Structures, Vol.1, pp.535-563, 1971. DOI: https://doi.org/10.1016/0045-7949(71)90029-0

CRAIG, R. R., Jr., Structural Dynamics - An Introduction to Computer Methods, John Wiley & Sons, 1981.

VELETSOS, A.S., Need for Simple Approaches in Structural Dynamics, State-of-the-Art in Earthquake Engineering 1981, Panel Reports Prepared for the Occasion of the 7th WCEE in Istanbul, Turkey, pp.258-259, Sept. 1980.

Code of Practice for General Structural Design and Design Loadings for Buildings, NZS4203: 1984, SANZ, 1984.

Draft Replacement for Code of Practice for General Structural Design and Design Loadings for Buildings, DZ4203:1986, SANZ, 1986.

Tentative Provisions for the Development of Seismic Regulations for Buildings, prepared by Applied Technology Council, NBS Special Publication 510, Washington, D.C., 1978.

Recommended Lateral Force Requirements and Commentary, Seismology Committee, Structural Engineers Association of California, 1974.

TYLER, R.G., Development and Testing of Mechanical Energy Dissipating Devices and Bearings, Seismic Design of Bridges by Park, R. and Blakeley, R.W.G., Part 2 Design of Bridges Incorporating Mechanical Energy Dissipating Devices, RRU Bulletin 43, National Roads Board NZ, pp.75-100, 1979.

BUCKLE, I. G., Factors Affecting the Performance of Lead-Rubber Energy Dissipaters, RRU Bulletin 73, National Roads Board NZ, pp.157-170, 1984.

Ministry of Works and Development New Zealand, Design of Lead-Rubber Bridge Bearings, Civil Division Publication 818/A, 1993

SKINNER, R.I., TYLIER, R.G., HEINE, A .J. and ROBINSON, W.H., Hysteretic Dampers for the Protection of Structures from Earthquakes, Bull. of the NZNSEE, Vol.13, No.1, pp22-36, March 1980.

MAYES, R. L., et. al., Design Guidelines for Base Isolated Buildings with Energy Dissipaters, Earthquake Spectra, Vol.1, No.1, 1984. DOI: https://doi.org/10.1193/1.1585256

ROBINSON, w.H. and COUSINS, w.J., Recent Developments in Lead Dampers for Base Isolation, Proc. of Pacific Conference on Earthquake Engineering, New Zealand, pp. 279-283, 1987.

JURY, R.D., Seismic Load Demands of Columns of Reinforced Concrete Multistorey Frames, Research Report 78-12, Department of Civil Engineering, University of Canterbury, 1978.

Code of Practice for General Structural Design and Design Loadings for Buildings, NZS4203:1976m SANZ, 1976.

Downloads

Published

30-09-1991

How to Cite

Andriono, T., & Carr, A. J. (1991). A simplified earthquake resistant design method for base isolated multistorey structures. Bulletin of the New Zealand Society for Earthquake Engineering, 24(3), 238–250. https://doi.org/10.5459/bnzsee.24.3.238-250

Issue

Section

Articles

Categories