Publication Cover
International Journal of Architectural Heritage
Conservation, Analysis, and Restoration
Volume 18, 2024 - Issue 5
89
Views
1
CrossRef citations to date
0
Altmetric
Research Article

Comparative Analysis of the Seismic Performance of a Full-Scale Historical Timber Structure by Numerical Simulation and Mechanical Test

, , , , , , & show all
Pages 740-749 | Received 31 Aug 2022, Accepted 25 Feb 2023, Published online: 10 Mar 2023

References

  • Chen, J. Y., Y. F. Chen, X. W. Shi, Y. Zhao, and T. Li. 2017. Hysteresis behavior of traditional timber structures by full-scale tests. Advances in Structural Engineering 21 (2):287–99. doi:10.1177/1369433217717117.
  • Chen, J. Y., T. Y. Li, Q. S. Yang, X. Shi, and Y. Zhao. 2018. Degradation laws of hysteretic behaviour for historical timber buildings based on pseudo-static tests. Engineering Structures 156:480–89. doi:10.1016/j.engstruct.2017.11.054.
  • Chen, J. Y., X. W. Shi, Q. F. Niu, J. W. Wei, T. Y. Li, and Y. X. Zhao. 2016. Analysis of similar caifen modular system based on the weight of the roof of song dynasty. Civil Architecture and Environmental Engineering 38 (05): 27–33. [in Chinese].
  • Chen, Z. Y., E. C. Zhu, F. Lam, and J. Pan. 2014. Structural performance of Dou-Gong brackets of Yingxian Wood Pagoda under vertical load – an experimental study. Engineering Structures 80:274–88. doi:10.1016/j.engstruct.2014.09.013.
  • D’ayala, D. F., and P. H. Tsai. 2008. Seismic vulnerability of historic Dieh–Dou timber structures in Taiwan. Engineering Structures 30 (8):2101–13. doi:10.1016/j.engstruct.2007.11.007.
  • Fang, D. P., S. Iwasaki, M. H. Yu, Q. P. Shen, Y. Miyamoto, and H. Hikosaka. 2001. Ancient Chinese timber architecture. I: Experimental study. Journal of Structural Engineering 127 (11):1348–57. doi:10.1061/(ASCE)0733-9445(2001)127:11(1348).
  • Guan, Z. W., A. Kitamori, and K. Komatsu. 2008. Experimental study and finite element modelling of Japanese “Nuki” joints-Part two: Racking resistance subjected to different wedge configurations. Engineering Structures 30 (7):2041–49. doi:10.1016/j.engstruct.2008.01.004.
  • Guan, Z. W., and E. C. Zhu. 2009. Finite element modelling of anisotropic elasto-plastic timber composite beams with openings. Engineering Structures 31 (2):394–403. doi:10.1016/j.engstruct.2008.09.007.
  • He, J. X., and J. Wang. 2018. Theoretical model and finite element analysis for restoring moment at column foot during rocking. Journal of Wood Science 64 (2):97–111. doi:10.1007/s10086-017-1677-5.
  • Li, S. C., L. K. Chen, L. Z. Jiang, and J. -Q. Li. 2020. Experimental investigation on the seismic behavior of the semi-rigid one-way straight mortise-tenon joint of a historical timber building. International Journal of Architectural Heritage 14 (8):1135–47. doi:10.1080/15583058.2019.1587041.
  • Li, T. Y. (2004) The main structural damages and damage mechanism analysis of Yingxian Wooden Tower. [ Ph.D. dissertation] Taiyuan University of technology. [in Chinese]
  • Li, X. W., J. H. Zhao, G. W. Ma, and W. Chen. 2015. Experimental study on the seismic performance of a double-span traditional timber frame. Engineering Structures 98:141–50. doi:10.1016/j.engstruct.2015.04.031.
  • Meng, X. J., Q. S. Yang, J. W. Wei, and T. Li. 2018. Experimental investigation on the lateral structural performance of a traditional Chinese pre-Ming dynasty timber structure based on half-scale pseudo-static tests. Engineering Structures 167:582–91. doi:10.1016/j.engstruct.2018.04.077.
  • Niu, Q. F., J. Wan, T. Y. Li, and Y. F. Chen. 2018. Hysteretic behavior of traditional Chinese timber frames under cyclic lateral loads. Materials Testing 60 (4):378–86. doi:10.3139/120.111160.
  • Qin, S. J., and N. Yang. 2018. Strength degradation and service life prediction of timber in ancient Tibetan building. European Journal of Wood and Wood Products 76 (2):731–47. doi:10.1007/s00107-017-1211-x.
  • Shi, X. W., T. Y. Li, Y. F. Chen, J. Chen, and Q. Yang. 2020. Full-scale tests on the horizontal hysteretic behavior of a single-span timber frame. International Journal of Architectural Heritage 14 (3):398–414. doi:10.1080/15583058.2018.1547799.
  • Wu, Y. J., X. B. Song, C. Ventura, and F. Lam. 2020. Modeling hysteretic behavior of lateral load-resisting elements in traditional Chinese timber structures. Journal of Structural Engineering 146 (5). doi:10.1061/(ASCE)ST.1943-541X.0002613.
  • Xie, Q. F., Y. Y. Tong, L. P. Zhang, S. Li, and L. Wang. 2021. Seismic behavior of Chinese traditional timber frames with masonry infill wall: Experimental tests and hysteretic model. International Journal of Architectural Heritage 15 (8):1130–44. doi:10.1080/15583058.2019.1665140.
  • Yang, N., Y. Wang, and S. J. Qin. 2015. Finite element analysis of hall-style ancient wooden structure considering damage factors. Journal of Beijing Jiaotong University 39 (01):40–44. ( [in Chinese]).
  • Yang, Q. S., C. Gao, J. Wang, K. Ren, and N. Yang. 2020a. Probability distribution of gaps between tenon and mortise of traditional timber structures. European Journal of Wood and Wood Products 78 (1):27–39. doi:10.1007/s00107-019-01472-1.
  • Yang, Q. S., P. Yu, and S. S. Law. 2020b. Load resisting mechanism of the mortise-tenon connection with gaps under in-plane forces and moments. Engineering Structures 219:110755. doi:10.1016/j.engstruct.2020.110755.
  • Yoshihara, H. 2009. Prediction of the off-axis stress-strain relation of wood under compression loading. European Journal of Wood and Wood Products 67 (2):183–88. doi:10.1007/s00107-009-0320-6.
  • Zhang, X. C., C. W. Wu, J. Y. Xue, W. Dai, and Z. Qi. 2018. A study of precise finite element model of Dougong subjected to vertical load. Earthquake Engineering and Engineering Dynamics 38 (01): 65–76. [in Chinese].

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.