Table of Contents Author Guidelines Submit a Manuscript
Advances in Materials Science and Engineering
Volume 2018, Article ID 9084279, 10 pages
https://doi.org/10.1155/2018/9084279
Research Article

Experiment on Behavior of a New Connector Used in Bamboo (Timber) Frame Structure under Cyclic Loading

1School of Civil Engineering, Nanjing Forestry University, Nanjing 210037, China
2School of Civil Engineering and Architecture, Changzhou Institute of Technology, Changzhou 213033, China
3FPInnovations, Vancouver, BC, V6T 1Z4, Canada

Correspondence should be addressed to Dongsheng Huang; nc.ude.ufjn@gnauhsd

Received 16 September 2017; Revised 5 January 2018; Accepted 29 January 2018; Published 14 March 2018

Academic Editor: Ana S. Guimarães

Copyright © 2018 Junwen Zhou et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. D. P. Fang, S. Iwasaki, M. H. Yu, Q. P. Shen, Y. Miyamoto, and H. Hikosaka, “Ancient Chinese timber architecture. I: experimental study,” Journal of Structural Engineering, vol. 127, no. 11, pp. 1348–1357, 2001. View at Publisher · View at Google Scholar · View at Scopus
  2. W. S. King, J. Y. Richard Yen, and Y. N. Alex Yen, “Joint characteristics of traditional Chinese wooden frames,” Engineering Structures, vol. 18, no. 8, pp. 635–644, 1996. View at Publisher · View at Google Scholar · View at Scopus
  3. Q. Chun, Z. Yue, and J. W. Pan, “Experimental study on seismic characteristics of typical mortise-tenon joints of Chinese southern traditional timber frame buildings,” Science China Technological Sciences, vol. 54, no. 9, pp. 2404–2411, 2011. View at Publisher · View at Google Scholar · View at Scopus
  4. W. S. Chang, J. Shanks, A. Kitamori, and Kohei Komatsu, “The structural behavior of timber joints subjected to bi-axial bending,” Earthquake Engineering & Structural Dynamics, vol. 38, no. 6, pp. 739–757, 2009. View at Publisher · View at Google Scholar · View at Scopus
  5. J. M. Seo, I. K. Choi, and J. R. Lee, “Static and cyclic behavior of wooden frames with tenon joints under lateral load,” Journal of Structural Engineering, vol. 125, no. 3, pp. 344–349, 1999. View at Publisher · View at Google Scholar · View at Scopus
  6. W. M. Bulleit, L. Bogue Sandberg, M. W. Drewek, and T. L. O’Bryant, “Behavior and modeling of wood-pegged timber frames,” Journal of Structural Engineering, vol. 125, no. 1, pp. 3–9, 1999. View at Publisher · View at Google Scholar · View at Scopus
  7. J. P. Hong, J. David Barrett, and F. Lam, “Three-dimensional finite element analysis of the Japanese traditional post-and-beam connection,” Journal of Wood Science, vol. 57, no. 2, pp. 119–125, 2011. View at Publisher · View at Google Scholar · View at Scopus
  8. F. Lam, M. Schulte-Wrede, C. C. Yao et al., “Moment resistance of bolted timber connections with perpendicular to grain reinforcements,” in Proceedings of the 10th World Conference on Timber Engineering (WCTE), Miyazaki, Japan, June 2008.
  9. F. Lam, M. Gehloff, and M. Closen, “Moment-resisting bolted timber connections,” Proceedings of the Institution of Civil Engineers-Structures and Buildings, vol. 163, no. 4, pp. 267–274, 2010. View at Publisher · View at Google Scholar · View at Scopus
  10. M. Q. Wang, X. B. Song, X. L. Gu, Y. Zhang, and L. Luo, “Rotational behavior of bolted beam-to-column connections with locally cross-laminated glulam,” Journal of Structural Engineering, vol. 141, no. 4, pp. 1–7, 2015. View at Publisher · View at Google Scholar · View at Scopus
  11. M. Fragiacomo and M. Batchelar, “Timber frame moment joints with glued-in steel rods. I: design,” Journal of Structural Engineering, vol. 138, no. 6, pp. 789–801, 2012. View at Publisher · View at Google Scholar · View at Scopus
  12. M. Fragiacomo and M. Batchelar, “Timber frame moment joints with glued-in steel rods. II: experimental investigation of long-term performance,” Journal of Structural Engineering, vol. 138, no. 6, pp. 802–811, 2012. View at Publisher · View at Google Scholar · View at Scopus
  13. G. Tlustochowicz, E. Serrano, and R. Steiger, “State-of-the-art review on timber connections with glued-in steel rods,” Materials and Structures, vol. 44, no. 5, pp. 997–1020, 2011. View at Publisher · View at Google Scholar · View at Scopus
  14. M. Vašek and R. Vyhnálek, “Timber semi rigid frame with glued-in-rods joints,” in Proceedings of the 9th World Conference on Timber Engineering (WCTE), Portland Oregon State University, Portland, OR, USA, August 2006.
  15. M. Vašek, “Semi rigid timber frame and space structure connections by glued-in rods,” in Proceedings of the 10th World Conference on Timber Engineering (WCTE), Miyazaki, Japan, June 2008.
  16. A. Bouchaïr, P. Racher, and J. F. Bocquet, “Analysis of dowelled timber to timber moment-resisting joints,” Materials and Structures, vol. 40, no. 10, pp. 1127–1141, 2007. View at Publisher · View at Google Scholar · View at Scopus
  17. T. Tsuchimoto, N. Ando, T. Arima et al., “Effect of clearance on the mechanical properties of timber joint,” in Proceeding of Pacific timber engineering conference, vol. 2, pp. 204–210, Rotorua, New Zealand, March 1999.
  18. D. S. Huang, A. P. Zhou, Q. S. Zhang et al., “Quasi-static experimental research on energy dissipating joints for assembled timber frame structures,” Journal of Building Structures, vol. 32, no. 7, pp. 87–92, 2011, in Chinese. View at Google Scholar
  19. D. S. Huang, A. P. Zhou, and Y. L. Bian, “Experimental and analytical study on the nonlinear bending of parallel strand bamboo beams,” Construction and Building Materials, vol. 44, pp. 191–196, 2013. View at Publisher · View at Google Scholar · View at Scopus
  20. D. S. Huang, Y. L. Bian, A. P. Zhou, and B. Sheng, “Experimental study on stress-strain relationships and failure mechanisms of parallel strand bamboo made from phyllostachys,” Construction and Building Materials, vol. 77, pp. 130–138, 2015. View at Publisher · View at Google Scholar · View at Scopus
  21. D. S. Huang, Y. L. Bian, D. M. Huang, A. Zhou, and B. Sheng, “An ultimate-state-based-model for inelastic analysis of intermediate slenderness PSB columns under eccentrically compressive load,” Construction and Building Materials, vol. 94, pp. 306–314, 2015. View at Publisher · View at Google Scholar · View at Scopus
  22. GB/T 700-2006, “Carbon structural steels” (in Chinese),” 2007. View at Google Scholar
  23. European Standard EN 10002-1, Metallic Materials–Tensile Testing–Part 1: Method of Testing at Ambient Temperature, CEN, Brussels, Belgium, 2001.
  24. The American Society for Testing and Materials, ASTM D143–09, Standard Test Methods for Small Clear Specimens of Timber, ASTM, West Conshohocken, PA, USA, 2009.
  25. JGJ/T 101-2015, Specification for Seismic Test of Building, China Construction Industry Press, Beijing, 2015, in Chinese.