Long-Term Behavior of Prestressed LVL Members. I: Experimental Tests-Reference-Cited by-同舟云学术

Long-Term Behavior of Prestressed LVL Members. I: Experimental Tests

Published:2011-12 Issue:12 Volume:137 Page:1553-1561
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Davies Matthew¹²,Fragiacomo Massimo¹²

Affiliation:

1. Design Engineer, Dunning Thornton Consultants Ltd, PO Box 27-153, Wellington, New Zealand.

2. Associate Professor, Dept. of Architecture, Design and Urban Planning, Faculty of Architecture, Univ. of Sassari, Palazzo del Pou Salit, Piazza Duomo 6, 07041 Alghero, Italy (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000405

Reference32 articles.

1. Effect of Moisture Changes on Creep in Wood

2. Bathon L. A. and Clouston P. (2004). “Experimental and numerical results on semi prestressed wood-concrete composite floor systems for long span applications.” Proc. 8th World Conf. on Timber Engineering Vol. 1 Lahti Finland 339–344.

3. Prestressed timber beams;Bond D.;Civ. Eng. (London),1965

4. Brady J. F. and Harte A. M. (2008). “Prestressed FRP flexural strengthening of softwood glue-laminated timber beams.” Proc. 10th World Conf. on Timber Engineering T. Arima ed. Miyazaki Japan 8.

5. Multi-Storey Prestressed Timber Buildings in New Zealand

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