Load-carrying capacity of steel-to-timber joints with a pretensioned bolt

Author:

Awaludin Ali,Hirai Takuro,Hayashikawa Toshiro,Sasaki Yoshihisa

Publisher

Springer Science and Business Media LLC

Subject

Biomaterials

Reference21 articles.

1. Ritter MA, Wacker JP (1995) Field performance of stress-laminated timber bridge on low-volume roads. Proceeding of International Conference on Low-Volume Roads, 25–29 June, Minneapolis, vol 2, pp 347–356

2. Wipf TJ, Ritter MA, Wood DL (1999) Dynamic evaluation and testing of timber highway bridges. Proceedings of Pacific Timber Engineering Conference, 14–18 March, Rotorua, vol 3, pp 333–340

3. Quenneville JHP, Dalen KV (1991) The enhanced performance of split-ring connections through prestressing. Can J Civ Eng 18: 830–838

4. Awaludin A, Hirai T, Toshiro T, Sasaki Y, Oikawa A (2007) Effects of pretension in bolts on hysteretic responses of moment-carrying timber joints. J Wood Sci 54:114–120

5. Schreyer AC (2002) Monotonic and cyclic behavior of slender dowel-type fasteners in wood-steel-wood connections. M.A.Sc. Thesis, Department of Wood Science, University of British Columbia

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