Determining the Flexural Capacity of Long-Span Post-Tensioned LVL Timber Beams-Reference-Cited by-同舟云学术

Determining the Flexural Capacity of Long-Span Post-Tensioned LVL Timber Beams

Published:2019-07 Issue:7 Volume:145 Page:04019067
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

van Beerschoten Wouter¹,Granello Gabriele²,Palermo Alessandro³,Carradine David⁴

Affiliation:

1. Engineering and Design Manager, Spanbild Projects, 112 Waterloo Rd., P.O. Box 11013, 8443 Christchurch, New Zealand.

2. Lecturer, Dept. of Civil Engineering, Univ. of Canterbury, Private Bag 4800, 8041 Christchurch, New Zealand (corresponding author).

3. Professor, Dept. of Civil Engineering, Univ. of Canterbury, Private Bag 4800, 8041 Christchurch, New Zealand.

4. Structural Engineer, Building Research Association of New Zealand, 1222 Moonshine Rd., Private Bag 50908, 5381 Porirua, New Zealand.

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.0002354

Reference17 articles.

1. Analysis of Beams Prestressed with Unbonded Internal or External Tendons

2. Prestressed timber beams;Bond D.;Civ. Eng.,1965

3. Brady J. F. A. M. Harte and T. Arima. 2008. “Prestressed FRP flexural strengthening of softwood glue-laminated timber beams.” In Proc. 10th World Conf. on Timber Engineering (WCTE) 2–5. Miyazaki Japan.

4. Csagoly P. and R. Taylor. 1980. “A structural wood system for highway bridges.” In Vol. 80 of IABSE Proc. Mem AIPC IVBH Abhandlungen. Zurich Switzerland: International Association for Bridge and Structural Engineering.

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