Temperature effects on cable stayed bridge using health monitoring system: A case study

Structural Health Monitoring

Volumn 10, Issue 5, 2011, Pages 523-537

  Cao, Yinghong ^a   Yim, Jinsuk ^b   Zhao, Yang ^b   Wang, Ming L ^a  

^a Northeastern University   (United States)

^b Intelligent Instrument System Inc   (United States)

Author keywords

bridge; cable stayed; displacement; health monitoring; temperature

Indexed keywords

AMBIENT AIR; AREAS OF CONCERNS; BRIDGE DESIGN; CONCRETE TEMPERATURES; CONCRETE TOWERS; DESIGN SPECIFICATION; DISPLACEMENT; FINITE ELEMENT MODELS; HEALTH MONITORING; HEALTH MONITORING SYSTEM; MANUAL INSPECTION; MEASURED DATA; MEASUREMENT DEVICE; SOUTH CHINA; STAYED CABLES; STEEL BOX GIRDERS; STEEL GIRDER; TEMPERATURE GRADIENT; THERMAL BEHAVIORS; TIME LAG; ZHANJIANG BAY BRIDGE;

BOX GIRDER BRIDGES; CABLES; FINITE ELEMENT METHOD; HEALTH; MONITORING; THERMAL EXPANSION; THERMAL GRADIENTS; TOWERS;

CABLE STAYED BRIDGES;

EID: 80052069263     PISSN: 14759217     EISSN: 17413168     Source Type: Journal    
DOI: 10.1177/1475921710388970     Document Type: Article

References (32)

1. Carder DS Observed vibrations of bridges. Bull Seismol Soc Am 1937; 27: 267-303.
2. Ko JM and Ni YQ Technology developments in structural health monitoring of large-scale bridges. Eng Struct 2005; 27: 1715-1725.
3. Olund J. and DeWolf J. Passive structural health monitoring of Connecticut's bridge infrastructure. J Infrastruct Syst 2007; 13(4): 330-339.
4. Wang ML Long term health monitoring of post-tensioning box girder bridges. Int J Smart Struct Syst 2008; 4(6): 711-726.
5. Barr PJ, Woodward CB, Najero B. and Amin, Md N. Long-term structural health monitoring of the San Ysidro Bridge. J Perform Constructed Facil 2006; 20(1): 14-20.
6. Hsieh KH, Halling MW and Barr PJ Overview of vibrational structural health monitoring with representative case studies. J Bridge Eng 2006; 11(6): 707-715.
7. Zang C., Friswell MI and Imregun M. Structural health monitoring and damage assessment using frequency response correlation criteria. J Eng Mech 2007; 133(9): 981-993.
8. Xu YL, Guo WW, Chen J., Shum KM and Xia H. Dynamic response of suspension bridge to typhoon and trains, I: field measurement results. J Struct Eng 2007; 133(1): 3-11.
9. Cigada A., Caprioli A., Redaelli M. and Vanali M. Vibration testing at meazza stadium: reliability of operational modal analysis to health monitoring purposes. J Perform Constructed Facil 2008; 22(4): 228-237.
10. Mooney MA, Gorman PB and Gonzalez JN Vibration-based health monitoring of earth structures. Struct Health Monit 2005; 4(2): 137-152.
11. Altunok E., Reda Taha MM and Ross TJ Possibilistic approach for damage detection in structural health monitoring. J Struct Eng 2007; 133(9): 1247-1256.
12. Hoon Sohn H., Czarnecki JA and Farrar CR Structural health monitoring using statistical process control. J Struct Eng 2000; 126(11): 1356-1363.
13. Watson C., Watson T. and Coleman R. Structural monitoring of cable-stayed bridge: analysis of GPS versus modeled deflections. J Surveying Eng 2007; 133(1): 23-28.
14. Cardini AJ Long-term structural health monitoring of a multi-girder steel composite bridge using strain data. Struct Health Monit 2009; 8(1): 47-58.
15. Howell DA and Shenton III HW System for in-service strain monitoring of ordinary bridges. J Bridge Eng 2006; 11(6): 673-680.
16. Farhey DN Bridge instrumentation and monitoring for structural diagnostics. Struct Health Monit 2005; 4(4): 301-318.
17. Farhey DN Long-term performance monitoring of the tech 21 all-composite bridge. J Compos Constr 2005; 9(3): 255-262.
18. Farhey DN Instrumentation system performance for long-term bridge health monitoring. Struct Health Monit 2006; 5(2): 143-153.
19. Catbas FN, Ciloglu SK, Hasancebi O., Grimmelsman K. and Aktan AE Limitations in structural identification of large constructed structures. J Struct Eng 2007; 133(8): 1051-1066.
20. Lmbsen, RA, Vandershaf, DE, Schamber, RA and Nutt, RV Thermal effects in concrete bridge superstructures. NCHRP Program Report 276, Transportation Research Board, Washington, DC, 1985.
21. Wang ML 2009. Load and temperature effects of a bridge. In: Boller C, Chang F-K and Fujino Y (eds) Encyclopedia of structural health monitoring. New York: John Wiley & Sons, Ltd., 2009, pp.2327-2342.
22. Ndon UJ and Bergeson KL Thermal expansion of concretes: case study in Iowa. J Mater Civil Eng 1995; 7(4): 246-251.
23. AASHTO (American Association of State Highway and Transportation Officials). LRFD bridge design specification. USA: AASHTO, 1998.
24. MOC (Ministry of Communication). Design specification for highway bridges. China: MOC, 2004.
25. ICE (Institution of Civil Engineers). EN 1991: Eurocode 1-1: Actions on structures. UK: ICE, 2008.
26. BSI (British Standard Institution). Steel, concrete and composite bridges: specification for loads, BS 5400: Part 2. London: BSI, 1978.
27. Wang ML Monitoring of cable forces using magneto-elastic sensors. 2nd U.S. - China Symposium Workshop on Recent Developments and Future Trends of Computational Mechanics in Structural Engineering. Dalian: PRC, 1998.
28. Wang, ML, Sunitro, S. and Jarosevic, A. Elasto-magnetic sensor utilization on steel cable stress measurement. In: FIB Congress. Osaka, Japan, 2002, pp.13-19.
29. Wang, ML and Zhao, Y. Applications of magneto-elastic sensors to force measurement in large bridge cables. In: Structural Materials Technology: NDE/NDT for Highways and Bridges, Buffalo, NY, USA, 2004, pp.14-17.
30. BRDI (Zhongtie Major Bridge Reconnaissance & Design Institute Co., Ltd). Preliminary design for Zhanjiang Bay Bridge. China: BRDI, 2002.
31. Tong M., Tham LG and Au FTK. Extreme thermal loading on steel bridges in tropical region. J Bridge Eng 2002; 7(6): 357-366.
32. Guangdong Test Center for Highway Construction. Test report for the cable stayed bridge of Zhanjiang Bay Bridge project. China: Guangdong Test Center for Highway Construction, 2006.