Design of an earthquake resisting building using precast concrete cross-braced panels and incorporating energy absorbing devices


Authors

  • C. D. Matthewson Ministry of Works and Development, Wanganui, New Zealand
  • R. A. Davey Ministry of Works and Development, Wanganui, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.12.4.340-345

Abstract

The design and the analysis of an irregular six storey office building are described. The building has an unconventional earthquake resisting system: a precast concrete cross-braced perimeter frame incorporating force-limiting devices (termed "inserts") in the form of enclosed axially yielding short steel members.

A series of inelastic dynamic analyses indicates that the system very effectively combines the inherent strength and stiffness of the cross-braced frame with the energy-dissipating function of the yielding inserts.

Cost estimates indicate that the system is a particularly economic one.

References

NZS4203:1976 N.Z. Standard Code of Practice for General Structural Design and Design Loadings for Buildings.

M.J.Collins,"A Light Timber Frame Wall Bracing Test and Set of Performance Criteria",N.Z. Forest Service Reprint No.942, 1975.

A.E. Kanaan and G.H. Powell,"DRAIN-2D, A General Purpose Computer Programme for Dynamic Analysis of Inelastic Plane Structures", Earthquake Engineering Research Centre, University of California, Berkeley, 1973.

A.K. Chopra, D.P. Clough, and R.W. Clough, "Earthquake Resistance of Buildings with a 'Soft' First Storey", Earthquake Engineering and Structural Dynamics, Vol. 1, pp 347-355, 1973. DOI: https://doi.org/10.1002/eqe.4290010405

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Published

31-12-1979

How to Cite

Matthewson, C. D., & Davey, R. A. (1979). Design of an earthquake resisting building using precast concrete cross-braced panels and incorporating energy absorbing devices
. Bulletin of the New Zealand Society for Earthquake Engineering, 12(4), 340–345. https://doi.org/10.5459/bnzsee.12.4.340-345

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