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Health monitoring of a historical monument in Jordan based on ambient vibration test

  • Bani-Hani, Khaldoon A. (Department of Civil Engineering, Qatar University Doha) ;
  • Zibdeh, Hazem S. (Department of Mechanical Engineering, Jordan University of Science and Technology) ;
  • Hamdaoui, Karim (Department of Structural Mechanics, University of Pavia)
  • Received : 2007.07.10
  • Accepted : 2007.10.04
  • Published : 2008.03.25

Abstract

This paper summarizes the experimental vibration-based structural health monitoring study on a historical monument in Jordan. In this work, and within the framework of the European Commission funded project "wide-Range Non-Intrusive Devices Toward Conservation of Historical Monuments in the Mediterranean Area", a seven and a half century old minaret located in Ajloun (73 km north of the capital Amman) is studied. Because of their cultural value, touristic importance and the desire to preserve them for the future, only non-destructive tests were allowed for the experimental investigation of such heritage structures. Therefore, after dimensional measurements and determination of the current state of damage in the selected monument, ambient vibration tests are conducted to measure the accelerations at strategic locations of the system. Output-only modal identification technique is applied to extract the modal parameters such as natural frequencies and mode shapes. A Non-linear version of SAP 2000 computer program is used to develop a three-dimensional finite element model of the minaret. The developed numerical model is then updated according to the modal parameters obtained experimentally by the ambient-vibration test-results and the measured characteristics of old stone and deteriorated mortar. Moreover, a parametric identification method using the N4Sid state space model is employed to model the dynamic behavior of the minaret and to build up a robust, immune and noise tolerant model.

Keywords

References

  1. Aghakouchak, A. A., Kiamehr, H. and Ghafouripour, A. (2000),"An overview of system identification methods and applications", Proceedings of the 4th International Conference on Coasts, Ports & Marine Structure. Shahid Rajaee Port Complex, Bandar Abbass, Iran.
  2. Andersen, P. and Brincker, R. (2006),"The stochastic subspace identification techniques", Internet file, assessed February 17th.
  3. ARTeMIS Program Overview, http://www.svibs.com, accessed February 12th, 2006.
  4. Brincker, R., Zhang, L. and Andersen, P. (2000),"Output-only modal analysis by frequency domain decomposition", Proceedings of the ISMA25 Noise and Vibration Engineering. Leuven, Belgium, September 13-15, 11, 717-723.
  5. Caicedo, J. M. (2001),"Two structural health monitoring strategies based on global acceleration response: development, implementation, and verification", M.Sc. Thesis, Department of Civil Engineering, Washington University, St. Louis, Missouri, U.S.A.
  6. Doebling, S. W., Farrar, C. R., Prime, M. B. and Schevitz, D. W. (1996),"Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: a literature review", Los Alamos Report, LA-13070-MS.
  7. El-Borgi, S., Smaoui, H., Casciati, F., Jebri, K. and Kanoun, F. (2005),"Seismic evaluation and innovative retrofit of a historical building in tunisia", J. Struct. Control Health Monitor., Published online in Wiley InterScience (www.interscience.wiley.com).
  8. EpiSensor ES-U2 Uniaxial Force Balance Accelerometer, http://www.kinemetrics.com/product_Content.asp?newsid =112, accessed February 10th 2006.
  9. Fritzen, C. P. (2005),"Recent developments in vibration-based structural health monitoring", Proceedings of the 5th International Workshop on Structural Health Monitoring, Stanford University, Stanford, C A, September 12-14, 42-60.
  10. Ghawanma, Y. H. (1986),"Ancient islamic mosques in ajloun", Jordan Center Studies Publications, Al-Yarmouk University (In Arabic).
  11. K2 Digital Recorder. http://www.kinemetrics.com/product_Content.asp?newsid=99, accessed February 10th 2006.
  12. Kinemetrics, Inc., (2002), Users Guide for the K2 Altus Digital Recorder.
  13. Kinemetrics, Inc., (2005),"Users guide for the episensor force balance accelerometers", Model FBA ES-U2.
  14. Kullaa, J. (2003),"On line structural health monitoring", Proceedings of the 3rd Word Conference on Structural Control, Como, Italy, 3, 133-138.
  15. Ljung, L. (1987), System Identification: Theory for the User, Prentice Hall, Englewood Cliffs, New Jersey.
  16. Ljung, L. (2001), System Identification Toolbox for Use with MATLAB. User's Guide, Version 5.
  17. Magpantay, H. A. (2006),"Modal identification from ambient vibration measurement: a technology for optimization of the performance of civil engineering structure", http://www.adnu.edu.ph/Research/gibon4v1n1.asp--, accessed January 30th.
  18. Peeters, B. and Van der Auweraer, H. (2005),"PolyMAX: a revolution in operational modal analysis", Proceedings of the 1st International Operational Modal Analysis Conference, Copenhagen, Denmark, April 26-27, 41-52.
  19. Peeters, B. and Ventura, C. E. (2003),"Comparative study of modal analysis techniques for bridge dynamic characteristics", J. Mech. Sys. Signal Processing, 17(5), 965-988. https://doi.org/10.1006/mssp.2002.1568
  20. Peeters, B. (2000),"System identification and damage detection in civil engineering", Ph.D. Thesis, Department of Civil Engineering, Katholieke Universiteit Leuven, Belgium.
  21. Rytter, A. (1993),"Vibration based inspection of civil engineering structures", Ph. D. Dissertation, Department of Building Technology and Structural Engineering, Aalborg University, Denmark.
  22. Syrmakezis, C. A. (2006),"Seismic protection of historical structures and monuments", J. Struct. Control Health Monitoring, Published online in Wiley InterScience (www.interscience.wiley.com), 13(6), 958-979. https://doi.org/10.1002/stc.89
  23. Using Matlab Version 7, The MathWorks, Natick, MA, USA, [http://www.mathworks.com], January 2006.
  24. Van Overschee, P. and De Moor, B. (1996), Subspace Identification for Linear Systems: Theory, Implementations and Applications, Kluwer Academic Publications.
  25. Wenzel, H. and Pichler, D. (2005), Ambient Vibration Monitoring, John Wiley and Sons, Ltd. England.

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