Modeling Timber Moment Connection under Reversed Cyclic Loading-Reference-Cited by-同舟云学术

Modeling Timber Moment Connection under Reversed Cyclic Loading

Published:2005-11 Issue:11 Volume:131 Page:1757-1763
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chui Ying H.¹²,Li Yantao¹²

Affiliation:

1. Professor and Director, Wood Science and Technology Center, Faculty of Forestry and Environmental Management, Univ. of New Brunswick, P.O. Box 44555, Fredericton, New Brunswick, Canada E3B 6C2 (corresponding author).

2. Design Engineer, OWL Distribution Inc., P.O. Box 937, 220 Universal Rd., Woodstock, Ontario, Canada N4S 8A3.

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%290733-9445%282005%29131%3A11%281757%29

Reference17 articles.

1. Ceccotti A. and Vignoli A. (1988). “The effects of seismic events on the behaviour of semirigid joint timber structures: A simulation of the influence of structural scheme and of joint characteristic.” Proc. International Conf. on Timber Engineering Vol. 1 Washington State Univ. Pullman Wash. 823–837.

2. Ceccotti A. and Vignoli A. (1990). “Engineered timber structures: an evaluation of their seismic behaviour.” Proc. 1990 International Timber Engineering Conf. Tokyo 946–953.

3. Chui Y. H. and Ni C. (1995). “Dynamic response of timber frames with semi-rigid moment connections.” Proc. 7th Canadian Conf. on Earthquake Engineering Canadian Association for Earthquake Engineering Canada 609–616.

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