Temperature effect on vibration properties of civil structures: A literature review and case studies

Journal of Civil Structural Health Monitoring

Volumn 2, Issue 1, 2012, Pages 29-46

  Xia, Yong ^a   Chen, Bo ^a   Weng, Shun ^a   Ni, Yi Qing ^a   Xu, You Lin ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

Modal testing; Structural health monitoring; Temperature effect; Vibration properties

Indexed keywords

CONCRETE CONSTRUCTION; DAMPING; MODAL ANALYSIS; REINFORCED CONCRETE; STRUCTURAL HEALTH MONITORING; TEMPERATURE; THERMAL EFFECTS; VIBRATION ANALYSIS;

CHANGING TEMPERATURE; ENVIRONMENTAL CONDITIONS; LABORATORY EXPERIMENTS; MODAL TESTINGS; STATISTICAL APPROACH; TECHNICAL LITERATURE; TSING MA SUSPENSION BRIDGES; VIBRATION PROPERTIES;

STRUCTURAL PROPERTIES;

EID: 84876560361     PISSN: 21905452     EISSN: 21905479     Source Type: Journal    
DOI: 10.1007/s13349-011-0015-7     Document Type: Review

References (55)

1. Doebling SW, Farrar CR, Prime MB, Shevitz DW (1996) Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: a literature review. Los Alamos National Laboratory Report LA-13070-MS.
2. Mufti A (2001) Guidelines for structural health monitoring. Intelligent Sensing for Innovative Structures, Winnipeg.
3. Sohn H, Farrar CR, Hemez FM, Shunk DD, Stinemates SW, Nadler BR, Czarnecki JJ (2003) A review of structural health monitoring literature from 1996-2001. Los Alamos National Laboratory report LA-13976-MS.
4. Brownjohn JMW (2007) Structural health monitoring of civil infrastructure. Philos Trans R Soc A 365: 589-622.
5. Wenzel H (2009) Health monitoring of bridges. Wiley, Chichester.
6. Xu YL, Xia Y (2011) Structural health monitoring of long-span suspension bridges. Spon Press, London.
7. Salawu OS (1997) Detection of structural damage through changes in frequency: a review. Eng Struct 19: 718-723.
8. Xu YL, Chen B, Ng CL, Wong KY, Chan WY (2010) Monitoring temperature effect on a long suspension bridge. Struct Control Health Monit 17: 632-653.
9. Cornwell P, Farrar CR, Doebling SW, Sohn H (1999) Environmental variability of modal properties. Exp Tech 23: 45-48.
10. Farrar CR, Jauregui DA (1998) Comparative study of damage identification algorithms applied to a bridge: I. Experiment. Smart Mater Struct 7: 704-719.
11. Giraldo DF, Dyke SJ, Caicedo JM (2006) Damage detection accommodating varying environmental conditions. Struct Health Monit 5: 155-172.
12. Xia Y, Hao H, Zanardo G, Deeks AJ (2006) Long term vibration monitoring of a RC slab: temperature and humidity effect. Eng Struct 28: 441-452.
13. Alampalli S (1998) Influence of in-service environment on modal parameters. In: Proceedings of the 16th international modal analysis conference, Santa Barbara, CA, USA, vol 1, pp 111-116.
14. Adams RD, Cawley P, Pye CJ, Stone BJ (1978) A vibration technique for non-destructively assessing the integrity of structures. J Mech Eng Sci 20: 93-100.
15. Askegaard V, Mossing P (1988) Long term observation of RC-bridge using changes in natural frequency. Nordic Concrete Res 7: 20-27.
16. Peeters B, De Roeck G (2001) One-year monitoring of the Z24-Bridge: environmental effects versus damage events. Earthq Eng Struct Dyn 30: 149-171.
17. Fu Y, DeWolf JT (2001) Monitoring and analysis of a bridge with partially restrained bearings. J Bridge Eng ASCE 6: 23-29.
18. Ni YQ, Fan KQ, Zheng G, Ko JM (2005) Automatic modal identification and variability in measured modal vectors of a cable-stayed bridge. Struct Eng Mech 19: 123-139.
19. Ni YQ, Hua XG, Fan KQ, Ko JM (2005) Correlating modal properties with temperature using long-term monitoring data and support vector machine technique. Eng Struct 27: 1762-1773.
20. Zhou HF, Ni YQ, Ko JM (2010) Constructing input to neural networks for modeling temperature-caused modal variability: mean temperatures, effective temperatures, and principal components of temperatures. Eng Struct 32: 1747-1759.
21. Macdonald JHG, Daniell WE (2005) Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and FE modelling. Eng Struct 27: 1916-1930.
22. Desjardins SL, Londono NA, Lau DT, Khoo H (2006) Real-time data processing, analysis and visualization for structural monitoring of the confederation bridge. Adv Struct Eng 9: 141-157.
23. Liu CY, DeWolf JT (2007) Effect of temperature on modal variability of a curved concrete bridge under ambient loads. J Struct Eng ASCE 133: 1742-1751.
24. Deng Y, Ding YL, Li AQ (2010) Structural condition assessment of long-span suspension bridges using long-term monitoring data. Earthq Eng Eng Vib 9: 123-131.
25. Li H, Li SL, Ou JP, Li HW (2010) Modal identification of bridges under varying environmental conditions: temperature and wind effects. Struct Control Health Monit 17: 499-512.
26. Nayeri RD, Masri SF, Ghanem RG, Nigbor RL (2008) A novel approach for the structural identification and monitoring of a full-scale 17-story building based on ambient vibration measurements. Smart Mater Struct 17: 1-19.
27. Yuen KV, Kuok SC (2010) Ambient interference in long-term monitoring of buildings. Eng Struct 32: 2379-2386.
28. Faravelli L, Ubertini F, Fuggini C (2011) System identification of a super high-rise building via a stochastic subspace approach. Smart Struct Syst 7: 133-152.
29. Li H, Zhang DY, Bao YQ, Zhou F (2009) A numerical investigation of temperature effect on modal parameters of the China National Aquatics Center. In: The 7th international workshop on structural health monitoring, September 9-11, Stanford University, USA.
30. Balmes E, Basseville M, Bourquin F, Mevel L, Nasser H, Treyssede F (2008) Merging sensor data from multiple temperature scenarios for vibration monitoring of civil structures. Struct Health Monit 7: 129-142.
31. Breccolotti M, Franceschini G, Materazzi AL (2004) Sensitivity of dynamic methods for damage detection in structural concrete bridges. Shock Vib 11: 383-394.
32. Xia Y, Xu YL, Wei ZL, Zhu HP, Zhou XQ (2011) Variation of structural vibration characteristics versus non-uniform temperature distribution. Eng Struct 33: 146-153.
33. Kim JT, Park JH, Lee BJ (2007) Vibration-based damage monitoring in model plate-girder bridges under uncertain temperature conditions. Eng Struct 29: 1354-1365.
34. Xu ZD, Wu Z (2007) Simulation of the effect of temperature variation on damage detection in a long-span cable-stayed bridge. Struct Health Monit 6: 177-189.
35. Song W, Dyke SJ (2006) Ambient vibration based modal identification of the Emerson bridge considering temperature effects. In: The 4th world conference on structural control and monitoring, July 11-13, San Diego, USA.
36. Adams RD, Bacon DGC (1973) Measurement of the flexural damping capacity and dynamic Young's modulus of metals and reinforced plastics. J Phys D Appl Phys 6: 27-41.
37. Sefrani Y, Berthelot JM (2006) Temperature effect on the damping properties of unidirectional glass fibre composites. Compos B: Eng 37: 346-355.
38. Hios JD, Fassois SD (2009) Stochastic identification of temperature effects on the dynamics of a smart composite beam: assessment of multi-model and global model approaches. Smart Mater Struct 18: 1-15.
39. Sohn H, Dzwonczyk M, Straser EG, Kiremidjian AS, Law KH, Meng T (1999) An experimental study of temperature effect on modal parameters of the Alamosa Canyon Bridge. Earthq Eng Struct Dyn 28: 879-897.
40. Yan AM, Kerschen G, De Boe P, Golinval JC (2005) Structural damage diagnosis under changing environmental conditions-part 1: linear analysis. J Mech Syst Signal Process 19: 847-864.
41. Yan AM, Kerschen G, De Boe P, Golinval JC (2005) Structural damage diagnosis under changing environmental conditions-part 2: local PCA for nonlinear cases. J Mech Syst Signal Process 19: 865-880.
42. Sohn H, Worden K, Farrar CR (2002) Statistical damage classification under changing environmental and operational conditions. J Intell Mater Syst Struct 13: 561-574.
43. Hsu TY, Loh CH (2010) Damage detection accommodating nonlinear environmental effects by nonlinear principal component analysis. Struct Control Health Monit 17: 338-354.
44. Blevins RD (1979) Formulas for natural frequency and mode shape. van Nostrand Reinhold, New York.
45. Brockenbrough RL, Merritt FS (1999) Structural steel designer's handbook, 3rd edn. McGraw-Hill, New York.
46. Bird JO, Ross CTF (2002) Mechanical engineering principles. Butterworth-Heinemann, Boston.
47. CEB-FIP (1993) Model code 1990. Thomas Telford, London.
48. Ewins DJ (2000) Modal testing-theory, practice and application. Research Studies Press Ltd, Baldock.
49. Kottegoda NT, Rosso R (1997) Statistics, probability, and reliability for civil and environmental engineers. McGraw-Hill.
50. Wong KY (2004) Instrumentation and health monitoring of cable-supported bridges. Struct Control Health Monit 11: 91-124.
51. van Overschee P, De Moor B (1996) Subspace identification for linear systems: theory-implementation-applications. Kluwer, Boston.
52. Ni YQ, Xia Y, Liao WY, Ko JM (2009) Technology innovation in developing the structural health monitoring system for Guangzhou New TV Tower. Struct Control Health Monit 16: 73-98.
53. Niu Y, Kraemer P, Fritzen CP (2011) Operational modal analysis for a benchmark high-rise structure. In: Proceedings of the 8th international workshop on structural health monitoring, 13-15 September, Stanford, California, USA, pp 2374-2381.
54. Xia Y, Hao H, Deeks AJ (2006) Variation of vibration properties induced by changing environment. In: The ninth international symposium on structural engineering for young experts, August 18-21, Fuzhou & Xiamen, China, pp 2229-2235.
55. Doebling SW, Farrar CR, Goodman RS (1997) Effects of measurement statistics on the detection of damage in the Alamosa Canyon Bridge. In: Proceedings of the 15th international modal analysis conference, Orlando, USA, February 3-6, pp 919-929.