This paper describes post-tensioned timber alternative designs for a six-storey office building in New Zealand. The building has long-span timber–concrete composite floors supported on laminated veneer lumber beams, columns and walls. Lateral loads are resisted with moment-resisting post-tensioned timber frames in one direction and post-tensioned cantilever timber walls in the other direction. This paper compares the time and cost of timber construction with the concrete building actually being constructed. Construction times of the timber and concrete buildings are found to be almost identical. The cost of the timber alternative is approximately 6% more than concrete or steel designs. This paper demonstrates the opportunity for post-tensioned timber to compete with concrete and steel for multi-storey long-span office buildings, providing a more sustainable alternative.
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November 2009
Research Article|
November 01 2009
Construction time and cost for post-tensioned timber buildings
T. Smith, MEng;
T. Smith, MEng
1
Research student, University of Canterbury
New Zealand
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M. Fragiacomo, PhD;
M. Fragiacomo, PhD
2
Associate Professor, University of Sassari
Italy
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S. Pampanin, PhD;
S. Pampanin, PhD
3
Associate Professor, University of Canterbury
New Zealand
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A. H. Buchanan, MS, PhD, FIPENZ
A. H. Buchanan, MS, PhD, FIPENZ
4
Professor, University of Canterbury
New Zealand
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Publisher: Emerald Publishing
Received:
April 24 2009
Accepted:
July 13 2009
Online ISSN: 1747-6518
Print ISSN: 1747-650X
© 2009 The authors and the Institution of Civil Engineers
2009
Proceedings of the Institution of Civil Engineers - Construction Materials (2009) 162 (4): 141–149.
Article history
Received:
April 24 2009
Accepted:
July 13 2009
Citation
Smith T, Fragiacomo M, Pampanin S, Buchanan AH (2009), "Construction time and cost for post-tensioned timber buildings". Proceedings of the Institution of Civil Engineers - Construction Materials, Vol. 162 No. 4 pp. 141–149, doi: https://doi.org/10.1680/coma.2009.162.4.141
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