Diaphragms in seismic resistant buildings
Section D
DOI:
https://doi.org/10.5459/bnzsee.13.2.162-170Abstract
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.