Robert Park
Professor Emeritus, Department of Civil
Engineering, University of Canterbury, Christchurch,
New Zealand
Since the early in 1960s in New Zealand,
there has been a steady increase in the use of precast concrete for structural
components in buildings. The use of precast concrete in flooring systems has
become commonplace since the 1960s, leaving cast-in-place floor construction
generally uncommon. Also, precast concrete non-structural cladding for
buildings has been widely used.
During the boom years of building
construction in New Zealand,
in the mid-to late 1980s, there was also a significant increase in the use of
precast concrete in moment resisting frames and structural walls. This came
about because the incorporation of precast concrete elements has the advantages
of high quality control, a reduction in site formwork and site labor, and
increased speed of construction. In particular, with high interest rates and
demand for new building space in New Zealand in the mid 1980s, the
advantage of speed gave precast concrete a distinct edge in cost.
Contractors readily adapted to
precast concrete and the new construction techniques resulting from on and
off-site fabrication of building components. Also, the availability of tall,
high capacity cranes and other equipment have made precast erection more
efficient.
New Zealand is in a zone of high to
moderate earthquake activity and the use of precast concrete in seismic regions
requires special provisions for design and construction. It is of interest that
moment resisting frames and structural walls incorporating precast concrete
elements have been observed in some countries to perform poorly in earthquakes.
References
O’Leary, A. J., Monastra, D. P.,
and Mason, J. E., “A Precast Concrete Moment Resisting Framing System,”
Proceedings of the Pacific Concrete Conference, V. 1, Auckland, New Zealand,
November 1988, pp. 287-298.
Poole, R. A., and Clendon, J. E.,
“Mid City Towers – An Efficient Precast Concrete Framed Building,” Proceedings
of the Pacific Concrete Conference, V. 1, Auckland, New Zealand, November 1988,
pp. 319-332.
Billings, I. J., and Thom, G. W.,
“NZI Centre-Design of Multi-Storey Towers,” Proceedings of Pacific Concrete
Conference, V. 1, Auckland, New Zealand, November 1988, pp. 309-318.
Silvester, D. B., and Dickson, A.
R., “Fanshawe Street Building – A Precast Concrete Study,” Proceedings of
Pacific Concrete Conference, V. 1, Auckland, New Zealand, November 1988, pp. 333-344.
Raymond, W., “Efficient Use of
Structural Precast Concrete in High Rise Buildings – A Case Study,”
Transactions of the Institution of Professional Engineers New Zealand, V. 19,
No. 1/CE, November 1992, pp. 21-27.
O’Grady, C. R., “Precast Cruciform
Columns, H-Frames and Precast Concrete Shear Walls in Building Construction,”
Proceedings of the Pacific Concrete Conference, V.‑1, Auckland, New
Zealand, November 1988, pp. 345-354.
Park, R., and Bull, D. K., “Seismic
Resistance of Frames Incorporating Precast Prestressed Concrete Beam Shells,”
PCI JOURNAL, V.‑31,
No. 4, July-August 1986, pp. 54-93.
Restrepo, J. I., and Park, R., “Review
of Tilt-Up Construction Details,” Proceedings of the Annual Technical
Conference of New Zealand
Concrete Society, Auckland,
October 1993, pp. 38-43.
Restrepo, J. I., Park, R., and
Buchanan, A. H., “Design of Connections of Earthquake Resisting Precast
Reinforced Concrete Perimeter Frames of Buildings,” PCI JOURNAL, V. 40, No. 5,
September-October 1995, pp. 68-77.
Restrepo, J. I., Crisafulli, F.,
and Park, R., “Earthquake Resistance of Structures: The Design and Construction
of Tilt-Up Reinforced Concrete Buildings,” Research Report 96-11, Department of
Civil Engineering, University of Canterbury, Christchurch, New Zealand,
September 1996.
Concrete Construction NZS 3109:1997, Standards Association of New Zealand, Wellington, New Zealand,
1997.
Crisafulli, F. J., Restrepo, J. I.,
and Park, R., “Seismic Design of Lightly Reinforced Precast Concrete
Rectangular Wall Panels,” PCI JOURNAL, V. 47, No. 4, July-August 2002, pp.
104-121.
Code of Practice for the Design of Concrete Structures, NZS 3101:1982, Standards
Association of New Zealand, Wellington,
New Zealand, 1982.
The Design of Concrete Structures, NZS 3101:1995, Standards
Association of New Zealand, Wellington, New Zealand, 1995.
“Guidelines for the Use of
Structural Precast Concrete in Buildings,” Report of a Study Group of the New
Zealand Concrete Society and the New Zealand National Society for Earthquake
Engineering, Centre for Advanced Engineering, University of Canterbury, New
Zealand, First Edition, August 1991, 174 pp., and Second Edition, December
1999, 143 pp.
Code of Practice for General Structural Design and Design Loadings for
Buildings, NZS 4203:1992, Standards Association of New Zealand, Wellington, New Zealand, 1992.
Park, R., and Paulay, T., Reinforced Concrete Structures, John
Wiley and Sons, New York, NY, 1975, 769 pp.
Paulay, T., and Priestley, M. J.
N., Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley and
Sons, New York, NY, 1992, 744 pp.
Park, R., “Ductile Design Approach
for Reinforced Concrete Frames,” “Earthquake Spectra,” Professional Journal of
the Earthquake Engineering Research Institute, V. 2, No. 3, May 1986, pp.
565-619.
Park, R., Paulay, T., and Bull, D.
K., “Seismic Design of Reinforced Concrete Structures,” Technical Report No.
20, New Zealand
Concrete Society, October 1997.
Restrepo, J. I., Park, R., and
Buchanan, A. H., “Tests on Connections of Earthquake Resisting Precast
Reinforced Concrete Perimeter Frames of Buildings,” PCI JOURNAL, V. 40, No. 4,
July-August 1995, pp. 44-61.
Fenwick, R. C., and Davidson, B.
J., “Elongation in Ductile Seismic Resistant RC Frames,” Recent Developments in Lateral Force Transfer in Buildings, Special
Publication SP157, American Concrete Institute, Farmington Hills, MI,
1995, pp. 143-170.
ACI Committee 318, “Building Code
Requirements for Structural Concrete (ACI 318-99),” American Concrete
Institute, Farmington Hills,
MI, 1999.
Herlihy, M. D., and Park, R.,
“Detailing Precast Flooring Systems to Survive Loss of Support,” Proceedings of
the Annual Technical Conference of the New Zealand Concrete Society,
October 1996, pp. 130-139.
Mejia, J. C., and Park, R., “Tests
on Special Reinforcement for the End Support of Hollow-Core Slabs,” PCI
JOURNAL, V. 39, No.‑5, September-October 1994, pp. 90-105.
Park, R., “Seismic Design
Considerations for Precast Concrete Construction in Seismic Zones,” Seminar on
Precast Concrete Construction in Seismic Zones, V.‑1, Japan Society
for the Promotion of Science – United States National Science Foundation,
Tokyo, Japan, 1986, pp. 1-38.
Park, R., “A Perspective on the
Seismic Design of Precast Concrete Structures in New Zealand,” PCI JOURNAL, V. 40,
No. 3, May-June 1995, pp. 40-60.
Park, R., “Precast Concrete in
Seismic Resisting Building Frames in New Zealand,” Concrete International, V. 12, No.
11, November 1990, pp. 43-51.
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