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Condition assessment of heritage timber buildings in operational environments

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Abstract

Due to changing environments and aging, the structural resistance of the heritage buildings has been reduced significantly. It has become crucial to monitor and protect the architectural heritage buildings. The objective of this research is to monitor and assess the performance of the heritage Tibetan timber building in operational environments. A three-storey corridor part of the typical heritage building was chosen in the study. A long-term monitoring system was installed in the building to collect the structural response and temperature. Detailed finite element model was built based on site investigation and existing documents, and updated based on the temperature-based response sensitivity using the field-monitoring data. The updated model was further evaluated using the static and dynamic analysis for condition assessment of the building in operational environments. The results show that the updated model is effective and accurate to predict the structural behaviour of the building in operational environments. Based on temperature-based response sensitivity, it is capable of tracking structure performance throughout the life-cycle allowing for condition-based maintenance and structural protection.

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References

  1. Balmès É, Basseville M, Mevel L, Nasser H (2009) Handling the temperature effect in vibration monitoring of civil structures: a combined subspace-based and nuisance rejection approach. Control Eng Pract 17(1):80–87

    Article  Google Scholar 

  2. Chan YT, Hu AGC, Plant JB (1979) A Kalman filter based tracking scheme with input estimation. IEEE Trans Aerosp Electron Syst 15:237–244

    Article  Google Scholar 

  3. Dai L, Yang N, Zhang L, Yang QS, Law SS (2016) Monitoring crowd load effect on typical ancient Tibetan building. Struct Control Health Monit 23:998–1014

    Article  Google Scholar 

  4. Department of Architecture, Tsinghua University (1985) Historic Chinese Architecture. Tsing University Press, Beijing, China

  5. Deraemaeker A, Reynders E, DeRoeck G, Kullaa J (2008) Vibration-based structural health monitoring using output-only measurements under changing environment. Mech Syst Signal Process 22(1):34–56

    Article  Google Scholar 

  6. De Stefano A, Matta E, Clemente P (2016) Structural health monitoring of historical heritage in Italy: some relevant experiences. J Civ Struct Health Monit 6(1):83–106

    Article  Google Scholar 

  7. Fang DP, Iwasaki S, Yu MH, Shen QP (2001) Ancient Chinese timber architecture. II: dynamic characteristics. J Struct Eng ASCE 127(11):1358–1364

    Article  Google Scholar 

  8. Hansen PC (1992) Analysis of discrete ill-posed problems by means of the L-curve. SIAM Rev 34:561–580

    Article  MathSciNet  MATH  Google Scholar 

  9. Kalman RE (1960) A new approach to linear filtering and prediction problem. J Basic Eng 82(1):35–45

    Article  Google Scholar 

  10. King WS, Yen JY, Yen YN (1996) Joint characteristics of traditional Chinese wooden frames. Eng Struct 18(8):635–644

    Article  Google Scholar 

  11. Kulprapha N, Warnitchai P (2012) Structrual health monitoring of continuous prestressed concrete bridges using ambient thermal responses. Eng Struct 40:20–38

    Article  Google Scholar 

  12. Law SS, Chan THT, Zeng QH (1997) Moving force identification: A time domain method. J Sound Vib 201(1):1–22

    Article  Google Scholar 

  13. Lorenzoni F, Casarin F, Modena C, Caldon M, Islami K, Da Porto F (2013) Structural health monitoring of the Roman Arena of Verona, Italy. J Civ Struct Health Monit 3(4):227–246

    Article  Google Scholar 

  14. Lyu MN, Yang QS (2017) Estimation of thermal load in members of a structure from measured accelerations. Int J Struct Stab Dyn 17(3):1750036

  15. Lyu MN, Zhu XQ, Yang QS (2017) Connection stiffness identification of historic timber buildings using temperature-based sensitivity analysis. Eng Struct 131:180–191

    Article  Google Scholar 

  16. Maekawa H, Kawai N (1998) Microtremor measurement on Japanese traditional wooden houses which are important cultural properties. In: Proceedings of the world conference on timber engineering, Presses Polytechniques et Universitaires Romandes, Montreux, Switzerland 40–47

  17. Pan SW, Xiao D, Xing ST, Law SS, Du PY, Li YJ (2016) A general extended Kalman filter for simultaneous estimation of system and unknown inputs. Eng Struct 109:85–98

    Article  Google Scholar 

  18. Seo JM, Choi IK, Lee JR (1999) Static and cyclic behavior of wooden frames with tenon joints under lateral load. J Struct Eng ASCE 125(3):344–349

    Article  Google Scholar 

  19. Sohn H (2007) Effects of environmental and operational variability on structural health monitoring. Philos Trans R Soc A 365(1851):539–560

    Article  Google Scholar 

  20. Sohn H, Worden K, Farrar CR (2002) Statistical damage classification under changing environmental and operational conditions. J Intell Mater Syst Struct 13(9):561–574

    Article  Google Scholar 

  21. Uchida A et al (1998) Dynamic characteristics in Japanese traditional timber buildings. In: Proceedings of the world conference on timber engineering, presses Polytechniques et Universitaires Romandes, Montreux, Switzerland, pp 34–41

  22. Yarnold MT, Moon FL (2015) Temperature-based structural health monitoring baseline for long-span bridges. Eng Struct 86:157–167

    Article  Google Scholar 

  23. Zhu XQ, Law SS (2001) Identification of moving loads on an orthotropic plate. J Vib Acoust 123(2):238–244

    Article  Google Scholar 

Download references

Acknowledgements

The work described in this paper was supported by Key Projects in the National Science & Technology Pillar Program during the Twelfth Five-year Plan Period on Grant 2015BAK01B02 and National Natural Science Foundation of China on Grant 51338001 and 51422801. The financial support of the China Scholarship Council (CSC) was also acknowledged.

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Correspondence to Xinqun Zhu.

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Lyu, M., Zhu, X. & Yang, Q. Condition assessment of heritage timber buildings in operational environments. J Civil Struct Health Monit 7, 505–516 (2017). https://doi.org/10.1007/s13349-017-0239-2

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  • DOI: https://doi.org/10.1007/s13349-017-0239-2

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