DOI QR코드

DOI QR Code

Vibration measurement and vulnerability analysis of a power plant cooling system

  • Anil, Ozgur (Civil Eng. Department, Gazi University) ;
  • Akbas, Sami Oguzhan (Civil Eng. Department, Gazi University) ;
  • Kantar, Erkan (Civil Eng. Department, Celalbayar University) ;
  • Gel, A. Cem (Civil Eng. Department, Gazi University)
  • 투고 : 2012.06.27
  • 심사 : 2012.11.30
  • 발행 : 2013.02.25

초록

During the service life of a structure, design complications and unexpected events may induce unforeseen vibrations. These vibrations can be generated by malfunctioning machinery or machines that are modified or placed without considering the original structural design because of a change in the intended use of the structure. Significant vibrations occurred at a natural gas plant cooling structure during its operation due to cavitation effect within the hydraulic system. This study presents findings obtained from the in-situ vibration measurements and following finite-element analyses of the cooling structure. Comments are made on the updated performance level and damage state of the structure using the results of these measurements and corresponding numerical analyses. An attempt was also made to assess the applicability of traditional displacement-based vulnerability estimation methods in the health monitoring of structures under vibrations with a character different from those due to seismic excitations.

키워드

참고문헌

  1. ASCE (American Society of Civil Engineers) (2000), NEHRP Guidelines for the Seismic Rehabilitation of Buildings. FEMA 273, Washington D.C.
  2. Booth, E., Spence, R. and Bird, J. (2004), "Building vulnerability assessment using pushover methods - a Turkish case study", Proceedings of the International Workshop on Performance-Based Seismic Design Concepts and Implementation Bled Slovenia.
  3. Doebling, S.W., Farrar, C.R., Prime, M.B. and Shevitz, D.W. (1996), Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: a literature review, Report No. LA-13070-MS, Los Alamos National Laboratory, Los Alamos, NM.
  4. Farrar, C.R., Doebling, S.W., Cornwell, P.J. and Straser, E.G, (1997), "Variability of modal parameters measured on the Alamosa Canyon Bridge", Proceedings of the 15th Int. Modal Analysis Conf., Society of Engineering Mechanics, Bethel, CT, 257-263.
  5. Ghobarah, A. (2004), "On drift limits associated with different damage levels", Proceedings of the International Workshop on Performance-Based Seismic Design Concepts and Implementation Bled Slovenia.
  6. Kim, J.Y., Dae, E.Y., Kim, Y. and Kim, S.D. (2009), "Calibration of analytical models to assess wind-induced acceleration responses of tall buildings in serviceability level", Eng. Struct., 31(9), 2086-2096. https://doi.org/10.1016/j.engstruct.2009.03.010
  7. Kosmatka, J.B. and Ricles, J.M. (1999), "Damage detection in structures by modal vibration characterization", J. Struct. Eng., 125(12), 1384-1392. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:12(1384)
  8. Lynch, J.P., Law, K.H., Kiremidjian, A.S., Carryer, E., Farrar, C.R., Sohn, H., Allen, D.W., Nadler, B. and Wait, J.R. (2004), "Design and performance validation of a wireless sensing unit for structural monitoring applications", Struct. Eng. Mech., 17(3-4), 393-408. https://doi.org/10.12989/sem.2004.17.3_4.393
  9. Lynch, J.P. (2002), Decentralization of wireless monitoring and control technologies for smart civil structures, Ph.D. Thesis, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA.
  10. Mosalam, K., Ayala, G. and White, R. (1997), Chapter 7.c: Development of Fragility Curves for Masonry Infill - Concrete Frame Buildings, Loss Assessment of Memphis Buildings, Technical Report NCEER.
  11. Michelis, P., Papadimitriou, C., Karaiskos, G.K., Papadioti, D.C. and Fuggini, C. (2012), "Seismic and vibration tests for assessing the effectiveness of GFRP for retrofitting masonry structures", Smart Struct. Syst., 9(3), 207-230. https://doi.org/10.12989/sss.2012.9.3.207
  12. Ni, Y.Q., Wang, B.S. and Ko, J.M. (2001), Simulation studies of damage location in Tsing Ma Bridge deck, SPIE Nondestructive Evaluation of Highways, Utilities, and Pipelines IV, SPIE, 3995, 312-323.
  13. Ni, Y.Q., Li, B., Lam, K.H., Zhu, D.P., Wang, Y., Lynch, J.P. and Law, K.H. (2011), "In-construction vibration monitoring of a super-tall structure using a long-range wireless sensing system", Smart Struct. Syst., 7(2), 83-102. https://doi.org/10.12989/sss.2011.7.2.083
  14. Nikitas, N., Macdonald, J.H.G. and Jakobsen, J.B. (2011), "Identification of flutter derivatives from full-scale ambient vibration measurements of the Clifton Suspension Bridge", Wind Struct., 14(3). 221-238. https://doi.org/10.12989/was.2011.14.3.221
  15. Rossetto, T. and Elnashai, A.S. (2003), "Derivation of vulnerability functions for european type RC structures based on observational data", Eng. Struct., 25(10), 1241-1263. https://doi.org/10.1016/S0141-0296(03)00060-9
  16. SEAOC (1995), Performance Based Seismic Engineering of Buildings. Vision 2000 Committee, Structural Engineers Association of California, Sacramento, California.
  17. Shakib, H. and Parsaeifard, N. (2011), "Ambient vibration tests on a 19 - story asymmetric steel building", Struct. Eng. Mech., 40(1), 1-11. https://doi.org/10.12989/sem.2011.40.1.001
  18. Sohn, H., Dzwonczyk, M., Straser, E.G., Kiremidjian, A.S., Law, K.H. and Meng, T. (1999), "An experimental study of temperature effect on modal parameters of the Alamosa Canyon Bridge", Earthq. Eng. Struct. D., 28(9), 879-897. https://doi.org/10.1002/(SICI)1096-9845(199908)28:8<879::AID-EQE845>3.0.CO;2-V
  19. Straser, E.G. and Kiremidjian, A.S. (1998), A modular, wireless damage monitoring system for structures, Report No. 128, John A. Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA.
  20. Tamura, K. (2001), Instrument systems of major bridges in Japan. Proceedings of Instrumental Systems for Diagnostics of Seismic Response of Bridges and Dams, Consortium of Organizations for Strong-Motion Observation Systems, Richmond, CA, 10-18.