DOI QR코드

DOI QR Code

Experimental study on Chinese ancient timber-frame building by shaking table test

  • Zhang, Xi-Cheng (School of Civil Engineering, Xi'an University of Architecture and Technology, State Key Laboratory of Architecture Science and Technology in West China) ;
  • Xue, Jian-Yang (School of Civil Engineering, Xi'an University of Architecture and Technology, State Key Laboratory of Architecture Science and Technology in West China) ;
  • Zhao, Hong-Tie (School of Civil Engineering, Xi'an University of Architecture and Technology, State Key Laboratory of Architecture Science and Technology in West China) ;
  • Sui, Yan (School of Civil Engineering, Xi'an University of Architecture and Technology, State Key Laboratory of Architecture Science and Technology in West China)
  • 투고 : 2009.09.11
  • 심사 : 2011.08.17
  • 발행 : 2011.11.25

초록

A one-story, wooden-frame, intermediate-bay model with Dou-Gon designed according to the Building Standards of the Song Dynasty (A.D.960-1279), was tested on a unidirectional shaking table. The main objectives of this experimental study were to investigate the seismic performance of Chinese historic wooden structure under various base input intensities. El Centro wave (N-S), Taft wave and Lanzhou wave were selected as input excitations. 27 seismic geophones were instrumented to measure the real-time displacement, velocity and acceleration respectively. Dynamic characteristics, failure mode and hysteretic energy dissipation performance of the model are analyzed. Test results indicate that the nature period and damping ratio of the model increase with the increasing magnitude of earthquake excitation. The nature period of the model is within 0.5~0.6 s, the damping ratio is 3~4%. The maximum acceleration dynamic magnification factor is less than 1 and decreases as the input seismic power increases. The frictional slippage of Dou-Gon layers (corbel brackets) between beams and plates dissipates a certain amount of seismic energy, and so does the slippage between posts and plinths. The mortise-tenon joint of the timber frame dissipates most of the seismic energy. Therefore, it plays a significant part in shock absorption and isolation.

키워드

참고문헌

  1. Brungraber, R.L. (1985), "Traditional timber joinery: A modern analysis", PhD dissertation, Stanford Univ. Palo Alto, Calif.
  2. Che, A.L., He, Y., Ge, X.R., Iwatate, T. and Oda, Y. (2006), "Study on the dynamic structural characteristics of an ancient timber -Yingxian Wooden Pagoda", Soil Rock Behav. Model., 390-398.
  3. Chinese Academy of Sciences (1956), Chinese Chronology of Seismic Data, Science Press, Peking, China. (in Chinese)
  4. D'Ayala, D.F. and Tsai, P.H. (2008), "Seismic vulnerability of historic Dieh-Dou timber structures in Taiwan Engineering Structures", Eng. Struct., 30, 2101-2113. https://doi.org/10.1016/j.engstruct.2007.11.007
  5. Fang, D.P., Iwasaki, S., Yu, M.H. Shen, Q.P., Miyamoto, Y. and Hikosaka, H. (2001), "Ancient Chinese timber architecture I: Experimental study", J. Struct. Eng.-ASCE, 127(11), 1348-1357. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:11(1348)
  6. Fang, D.P., Iwasaki, S., Yu, M.H., Shen, Q.P., Miyamoto, Y. and Hikosaka, H. (2001), "Ancient Chinese timber architecture II: Dynamic characteristics", J. Struct. Eng.-ASCE, 127(11), 1358-1364. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:11(1358)
  7. Hayashi, T. et al. (1998), "Restoring properties of Japanese traditional wooden frame", Proc., World Conf. on Timber Engrg., Presses Polytechniques et Universitaires Romandes, Montreux, Switzerland.
  8. King, W.S., Yen, J.Y. and Yen, Y.N. (1996), "Joint characteristics of traditional Chinese wooden frames", Eng. Struct., 18(8), 635-644. https://doi.org/10.1016/0141-0296(96)00203-9
  9. Li, J. (1100), Building Standards of the Song Dynasty, Royal Press, Kaifeng, China. (in ancient Chinese)
  10. Liang, S.C. (1984), A Pictorial History of Chinese Architecture, Ed. W. Fairbank, MTT Press, Boston.
  11. Maekawa, H. and Kawai, N. (1998), "Microtremor measurement on Japanese traditional wooden houses which are important cultural properties", Proc., World Conf. on Timber Engrg., Presses Polytechniques et Universitaires Romandes, Montreux, Switzerland.
  12. Meng, Z.B., Chang Y.Z., Song L. and Yuan J. (2008), "The effects of micro-vibration excited by traffic vehicles on Xi'an Bell Tower", ICTE2009, 39-42.
  13. Seo, J.M., Choi, I.K. and Lee, J.R. (1999), "Static and cyclic behavior of wooden frames with tenon joints under lateral load", J. Struct. Eng.-ASCE, 125(3), 344-349. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:3(344)
  14. Subcommittee on Wood Research of ASCE Committee on Wood (1986), "Structural wood research needs", J. Struct. Eng.-ASCE, 112(9), 2155-2165. https://doi.org/10.1061/(ASCE)0733-9445(1986)112:9(2155)
  15. Tsou, J.Y. and Zhu, Y.M. (2000), "Wind resistance of traditional Chinese temple", Comput. Civil Build. Eng., 951-958.
  16. Uchida, A. et al. (1998), "Dynamic characteristics in Japanese traditional timber buildings", Proc., World Conf. on Timber Engrg., Presses Polytechniques et Universitaires Romandes, Montreux, Switzerland.
  17. Yanagisawa, K. et al. (1998), "Study on earthquake-protection of traditional Buddhist temples", Proc., World Conf. on Timber Engrg., Presses Polytechniques et Universitaires Romandes, Montreux, Switzerland.
  18. Zhoa, J.H., Yu, M.H., Yang, S.Y. and Sun, J.Y. (1999), "An experimental study for the dynamic characteristics of "Dougong"-one of the wooden structure parts in ancient architecture of China", J. Exper. Mech., 14(1), 106-112. (in Chinese)
  19. Zhou, Q. and Yan, W. (2009), "Damage analysis on a Chinese ancient building by wenchuan earthquake", 2009 International Joint Conference on Computational Sciences and Optimization, 258-261.

피인용 문헌

  1. Rotational behavior of degraded traditional mortise-tenon joints: experimental tests and hysteretic model 2017, https://doi.org/10.1080/15583058.2017.1390629
  2. Experimental and analytical investigation of transition steel connections in traditional-style buildings vol.150, 2017, https://doi.org/10.1016/j.engstruct.2017.07.062
  3. Experimental studies on steel frame structures of traditional-style buildings vol.22, pp.2, 2016, https://doi.org/10.12989/scs.2016.22.2.235
  4. Analysis on mechanical behavior of dovetail mortise-tenon joints with looseness in traditional timber buildings vol.60, pp.5, 2016, https://doi.org/10.12989/sem.2016.60.5.903
  5. Seismic Damage Evaluation Model of Chinese Ancient Timber Buildings vol.18, pp.10, 2015, https://doi.org/10.1260/1369-4332.18.10.1671
  6. Experimental study on the seismic performance of traditional timber mortise-tenon joints with different looseness under low-cyclic reversed loading pp.2048-4011, 2018, https://doi.org/10.1177/1369433218814167
  7. Seismic behaviour of a traditional timber structure: shaking table tests, energy dissipation mechanism and damage assessment model pp.1573-1456, 2019, https://doi.org/10.1007/s10518-018-0496-4
  8. Development and Application of Ancient Timber Buildings Structural Condition Assessment Model Based on a Fuzzy Matter-Element Model that Includes Asymmetric Proximity vol.2018, pp.1563-5147, 2018, https://doi.org/10.1155/2018/7426915
  9. Pseudo Dynamic Test and Time-History Analyses of Traditional-Style Steel Frame Structures vol.18, pp.2, 2018, https://doi.org/10.1007/s13296-018-0007-0
  10. Experimental seismic response of a column-and-tie wooden structure pp.2048-4011, 2019, https://doi.org/10.1177/1369433219828647
  11. Vulnerability Analysis of Ancient Timber Architecture by Considering the Correlation of Different Failure Modes vol.2018, pp.None, 2011, https://doi.org/10.1155/2018/5163472
  12. Research on damage and identification of mortise-tenon joints stiffness in ancient wooden buildings based on shaking table test vol.65, pp.5, 2018, https://doi.org/10.12989/sem.2018.65.5.547
  13. Study on mechanical behaviors of column foot joint in traditional timber structure vol.66, pp.1, 2018, https://doi.org/10.12989/sem.2018.66.1.001
  14. Experiment and bearing capacity analyses of dual-lintel column joints in Chinese traditional style buildings vol.28, pp.5, 2011, https://doi.org/10.12989/scs.2018.28.5.641
  15. Experimental damage evaluation of prototype infill wall based on forced vibration test vol.8, pp.2, 2011, https://doi.org/10.12989/acc.2019.8.2.077
  16. Analysis of Rocking Behavior of Tang-Song Timber Frames under Pulse-Type Excitations vol.20, pp.1, 2011, https://doi.org/10.1142/s0219455420500029
  17. Investigation on the behaviors of Tou-Kung sets in historic timber structures vol.23, pp.3, 2020, https://doi.org/10.1177/1369433219872439
  18. Safety-state evaluation model based on structural entropy weight-matter element extension method for ancient timber architecture vol.23, pp.6, 2011, https://doi.org/10.1177/1369433219886085
  19. Experimental Study on Seismic Performance of Through-Tenon Joints with Looseness in Ancient Timber Structures vol.14, pp.4, 2011, https://doi.org/10.1080/15583058.2018.1552996
  20. Experimental and numerical studies on cyclic behavior of continuous-tenon joints in column-and-tie timber construction vol.75, pp.5, 2011, https://doi.org/10.12989/sem.2020.75.5.529
  21. Fast Nonlinear Analysis of Traditional Chinese Timber-Frame Building with Dou-Gon vol.14, pp.8, 2020, https://doi.org/10.1080/15583058.2019.1604847
  22. Influence of wood infill walls on the seismic performance of Chinese traditional timber structure by shaking table tests vol.18, pp.10, 2020, https://doi.org/10.1007/s10518-020-00886-0
  23. Shaking Table Test on 1/2-Scale Model of Column-and-Tie Timber Structure Filled with Wooden Walls vol.146, pp.12, 2011, https://doi.org/10.1061/(asce)st.1943-541x.0002832
  24. Study on the mechanical behaviors of timber frame with the simplified column foot joints vol.77, pp.3, 2021, https://doi.org/10.12989/sem.2021.77.3.383
  25. Study on mechanical behaviors of loose mortise-tenon joint with neighbouring gap vol.77, pp.4, 2011, https://doi.org/10.12989/sem.2021.77.4.509
  26. Simplified Simulation Method for Hysteretic Behavior of Wood Brackets vol.35, pp.6, 2011, https://doi.org/10.1061/(asce)cf.1943-5509.0001665
  27. Seismic Performance Evaluation for a Traditional Chinese Timber-frame Structure vol.15, pp.12, 2011, https://doi.org/10.1080/15583058.2020.1731626
  28. Analysis on the mechanical performance of Dougong bracket sets under eccentric vertical load vol.314, pp.no.pb, 2011, https://doi.org/10.1016/j.conbuildmat.2021.125652