Full-Scale Ultimate-Load Test of a Stress-Laminated-Timber Bridge Deck-Reference-Cited by-同舟云学术

Full-Scale Ultimate-Load Test of a Stress-Laminated-Timber Bridge Deck

Published:2012-07 Issue:4 Volume:17 Page:691-699
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Ekholm K.¹,Kliger R.²,Crocetti R.³

Affiliation:

1. Doctoral Student, Dept. of Structural Engineering, Civil and Environmental Engineering, Chalmers Univ. of Technology, SE-412 96 Gothenburg, Sweden (corresponding author).

2. Professor, Dept. of Structural Engineering, Civil and Environmental Engineering, Chalmers Univ. of Technology, SE-412 96 Gothenburg, Sweden.

3. Professor, Division of Structural Engineering, Lund Univ., SE-221 00 Lund, Sweden.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000304

Reference18 articles.

1. Crews K. (2002). “Behaviour and critical limit states of transversely laminated timber cellular bridge decks.” Ph.D. thesis Faculty of Engineering. Sydney Univ. of Technology Broadway NSW Australia.

2. Crews K. and Walter G. (1996). “Five years of stress laminated timber bridge in Australia—a review of development and application.” Proc. Int. Wood Engineering Conf. New Orleans 221–229.

3. Dahl K. B. Bovim N. I. and Malo K. A. (2006). “Evaluation of stress laminated bridge decks based on full scale tests.” Proc. World Conf. on Timber Engineering (WCTE) Portland OR.

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