Diaphragms in seismic resistant buildings

Section D

Authors

  • D. Kolston
  • B. W. Buchanan

DOI:

https://doi.org/10.5459/bnzsee.13.2.162-170

Abstract

The paper deals with the design requirements for reinforced concrete diaphragms. Although diaphragms are primary members
 of the seismic force resisting system, ductile detailing of
diaphragms is not considered to be required. While the design
of diaphragms in regular framed buildings is straightforward, the analysis of transfer diaphragms involves more complex design criteria. Special considerations related to precast diaphragms are dealt with
in more detail.

References

NZS 4203: 1976, "Code of Practice for General Structural Design and Design Loadings for Buildings", Standards Association of New Zealand, 80 pp.

Park, R. and Paulay, T., "Reinforced Concrete Structures", John Wiley and Sons, New York, 1975, 769 pp. DOI: https://doi.org/10.1002/9780470172834

Taylor, R.G., "Introduction to and Aims in the Design of Earthquake Resisting Shear Wall Structures", Section A of the Shear Wall Study Group of the New Zealand National Society for Earthquake Engineering, The Bulletin of the New Zealand National Society for Earthquake Engineering, Vol. 13, No. 2 1980.

Robinson, L.M., "Shear Walls of Limited Ductility", Section C of the Shear Wall Study Group of New Zealand National Society for Earthquake Engineering, The Bulletin of the New Zealand National Society for Earthquake Engineering Vol. 13, No.2 1980

DZ 3101: Part 1 and Part 2, Draft New Zealand Standard Code of Practice for the Design of Concrete Structures, Standards Association of New Zealand, 1978.

Paulay, T. "Columns - Evaluation of Actions", The Bulletin of the New Zealand National Society for Earthquake Engineering, Vol. 10, No.2 June 1977.

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Published

30-06-1980

How to Cite

Kolston, D., & Buchanan, B. W. (1980). Diaphragms in seismic resistant buildings: Section D. Bulletin of the New Zealand Society for Earthquake Engineering, 13(2), 162–170. https://doi.org/10.5459/bnzsee.13.2.162-170

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