The Analytical Model and Horizontal Resistance of the Column-Head Dou-Gong in the Traditional Chinese Timber Structure

References

• Chen, Z. 2011. Behavior of typical joints and the structure of Yingxian wood pagoda. Ph.D. thesis, Harbin Institute of Technology, Harbin. doi: 10.7666/d.D238824. (in Chinese)
   Google Scholar
• Chen, Z., E. Zhu, L. F, 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.
   Web of Science ®Google Scholar
• Dong, X., L. Ma, and J. Xue. 2023. Mechanical behaviors of Tou-Kung in historic timber structures subjected to vertical load. Structures 47:1352–65. doi:10.1016/j.istruc.2022.11.134.
   Web of Science ®Google Scholar
• Fang, D., S. Iwasaki, M. Yu, Q. Shen, Y. Miyamoto, and H. Hikosaka. 2001. Ancient Chinese timber architecture. II: Dynamic characteristics. Journal of Structural Engineering 11 (11):1358–64. doi:10.1061/(ASCE)0733-9445(2001)127:11(1358).
   Google Scholar
• Gao, C. 2020. Rocking response of traditional timber structure subjected to horizontal excitation. Ph.D. thesis, Beijing Jiaotong University, Beijing. doi:10.26944/d.cnki.gbfju.2020.003830. (in Chinese)
   Google Scholar
• He, J., 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.
   Web of Science ®Google Scholar
• He, J., P. Yu, J. Wang, Q. Yang, M. Han, and L. Xie. 2021. Theoretical model of bending moment for the penetrated mortise-tenon joint involving gaps in traditional timber structure. Journal of Building Engineering 42:103102. doi:10.1016/j.jobe.2021.103102.
   Web of Science ®Google Scholar
• Law, S., Z. Wu, and S. Chan. 2003. Hybrid beam-column element with end frictional joints. Journal of Engineering Mechanics 129 (5):564–70. doi:10.1061/(ASCE)0733-9399(2003)129:5(564).
   Web of Science ®Google Scholar
• Law, S., Z. Wu, and S. Chan. 2005. Transverse natural vibration of a beam with an internal joint carrying in-plane flexibilities. Journal of Engineering Mechanics 131 (1):80–87. doi:10.1061/(ASCE)0733-9399(2005)131:1(80).
   Web of Science ®Google Scholar
• Meng, X., T. Li, and Q. Yang. 2018. Lateral structural performance of column frame layer and dou-gong layer in a timber structure. KSCE Journal of Civil Engineering 23 (2):666–77. doi:10.1007/s12205-018-0259-4.
   Web of Science ®Google Scholar
• Meng, X., T. Li, and Q. Yang. 2019. Experimental study on the seismic mechanism of a full-scale traditional Chinese timber structure. Engineering Structures 180:484–93. doi:10.1016/j.engstruct.2018.11.055.
   Web of Science ®Google Scholar
• Wu, C., J. Xue, D. Song, G. Ren, and J. Zh. 2022a. Mechanical performance of inclined dougong bracket sets under vertical load: Experimental tests and finite element calculation. Journal of Building Engineering 45. doi: 10.1016/j.jobe.2021.103555.
   Web of Science ®Google Scholar
• Wu, C., J. Xue, D. Song, and Y. Zhang. 2022b. Seismic performance evaluation of a roof structure of a historic Chinese timber frame building. International Journal of Architectural Heritage 16 (10):1474–95. doi:10.1080/15583058.2021.1894503.
   Web of Science ®Google Scholar
• Wu, Y., X. Song, and K. Li. 2018. Compressive and racking performance of eccentrically aligned dou-gong connections. Engineering Structures 175:743–52. doi:10.1016/j.engstruct.2018.08.054.
   Web of Science ®Google Scholar
• Wu, Y., W. Meng, M. Wang, Q. Xie, L. Zhang, and W. Lue. 2023. Numerical modelling of traditional timber columns resting on stone bases. International Journal of Architectural Heritage 1–12. doi:10.1080/15583058.2023.2226105.
   Web of Science ®Google Scholar
• Xue, J., D. Song, C. Wu, Y. Yi, and H. Ling. 2023. Experimental study and numerical analysis on seismic behavior of dou-gong bracket set on columns with different dowels. Engineering Mechanics 10 (54):42. in Chinese. doi:10.6052/j.issn.1000-4750.2023.06.0395.
   Google Scholar
• Xue, J., D. Xu, and H. Xia. 2020. Experimental study on seismic performance of through-tenon joints with looseness in ancient timber structures. International Journal of Architectural Heritage 1–13. doi:10.1080/15583058.2018.1552996.
   Web of Science ®Google Scholar
• Yang, Q., C. Gao, J. Wang, K. Ren, and N. Yang. 2020. 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.
   Web of Science ®Google Scholar
• Yang, Q., J. He, and J. Wang. 2021. Study on the mechanical behaviors of timber frame with the simplified column foot joints. Structural Engineering and Mechanics 77 (3):383–94. doi:10.12989/sem.2021.77.3.383.
   Web of Science ®Google Scholar
• Yang, Q., K. Liu, P. Yu, and S. S. Law. 2024. The analytical lateral load resisting performances of a bracket set frame in a traditional Chinese timber structure. Structures 61:106128. doi:10.1016/j.istruc.2024.106128.
   Web of Science ®Google Scholar
• Yang, Q., P. Yu, and S. S. Law. 2020. 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.
   Web of Science ®Google Scholar
• Yeo, S., K. Komatsu, M. Hsu, Y. L. Chung, and W. S. Chang. 2018. Structural behavior of traditional dieh-dou timber main frame. International Journal of Architectural Heritage 12 (1–4):555–77. doi:10.1080/15583058.2018.1442518.
   Web of Science ®Google Scholar
• Yeo, S., K. Komatsu, M. Hsu, and Z. Que. 2016. Mechanical model for complex brackets system of the Taiwanese traditional dieh-dou timber structures. Advances in Structural Engineering 19 (1):65–85. doi:10.1177/1369433215618269.
   Web of Science ®Google Scholar
• Yu, P., T. Li, and Q. Yang. 2023. Inelastic behavior of mortise-tenon jointed traditional timber frame with free-standing columns. International Journal of Architectural Heritage 1–18. doi:10.1080/15583058.2023.2203669.
   Web of Science ®Google Scholar
• Yu, P., Q. Yang, and S. S. Law. 2021. Lateral behavior of heritage timber frames with loose nonlinear mortise-tenon connections. Structures 33:581–92. doi:10.1016/j.istruc.2021.04.061.
   Web of Science ®Google Scholar
• Yu, P., Q. Yang, S. S. Law, and K. Liu. 2022. Seismic performances assessment of heritage timber frame based on energy dissipation. Journal of Building Engineering 104762:104762. doi:10.1016/j.jobe.2022.104762.
   Google Scholar
• Yuan, J., W. Chen, J. Wang, and Y. Shi. 2011. Experimental research on bracket set models of Yingxian timber pagoda. Journal of Building Structures 32 (7):66–72. in Chinese. doi:10.14006/j.jzjgxb.2011.07.010.
   Google Scholar