Assessment of bridge expansion joints using long-term displacement and temperature measurement

Journal of Performance of Constructed Facilities

Volumn 21, Issue 2, 2007, Pages 143-151

  Ni, Y Q ^b   Hua, X G ^b   Wong, K Y ^c   Ko, J M ^a,b  

^a ASCE ^*

^b HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

^c Bridges and Structures Division   (Hong Kong)

Author keywords

Bridges; Displacement; Expansion; Joints; Temperature measurement

Indexed keywords

BRIDGES; CORRELATION METHODS; DATA REDUCTION; STRUCTURAL DESIGN; TEMPERATURE MEASUREMENT;

BRIDGE TEMPERATURE; DESIGN VERIFICATION; EXPANSION JOINT DISPLACEMENTS; THERMAL MOVEMENT;

JOINTS (STRUCTURAL COMPONENTS);

EID: 33947382592     PISSN: 08873828     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0887-3828(2007)21:2(143)     Document Type: Article

References (24)

1. Aktan, A. E. et al., (2002). " Health monitoring for effective management of infrastructure. " Smart structures and materials 2002: Smart systems for bridges, structures, and highways, S. C. Liu, and, D. J. Pines, eds., The International Society for Optical Engineering, Bellingham, Wash., 17-29.
2. Andersen, E. Y., and Pedersen, L. (1994). " Structural monitoring of the Great Belt East Bridge. " Strait crossings 94, J. Krokebogr, ed., Balkema, Rotterdam, The Netherlands, 189-195.
3. Barrish, R. A., Jr., Grimmelsman, K. A., and Aktan, A. E. (2000). " Instrumented monitoring of the Commodore Barry Bridge. " Nondestructive evaluation of highways, utilities, and pipelines IV, A. E. Aktan, and, S. R. Gosselin, eds., The International Society for Optical Engineering, Bellingham, Wash., 112-126.
4. British Standards Institution. (1978). " Steel, concrete, and composite bridges. Part 2: Specifications for loads. " BS5400, British Standards Institution, London.
5. Canadian Standards Association. (2000). " Design of highway bridges. " Standard CAN/CSA-S6-00, Canadian Standards Association, Rexdale, Ontario.
6. Castillo, E. (1988). Extreme value theory in engineering, Academic, Boston.
7. Castillo, E., Hadi, A. S., Balakrishnan, N., and Sarabia, J. M. (2005). Extreme value and related models with applications in engineering and science, Wiley, Hoboken, N.J.
8. Cheung, M. S. et al., (1997). " Field monitoring and research on performance of the Confederation Bridge. " Can. J. Civ. Eng., 24 (6), 951-962.
9. Dornsife, R. J. (2000). Chapter: " Expansion joints. " Bridge engineering handbook, W. F. Chen, and, L. Duan, eds., CRC, Boca Raton, Fla.
10. Fu, Y., and DeWolf, J. T. (2004). " Effect of differential temperature on a curved post-tensioned concrete bridge. " Adv. Struct. Eng., 7 (5), 385-397.
11. Gumbel, E. J. (1958). Statistics of extremes, Columbia University Press, New York.
12. Hong Kong Highways Department Structures Division. (1997). Structures design manual for highways and railways, Highways Dept., Hong Kong Government, Hong Kong, 25-27.
13. Ko, J. M., and Ni, Y. Q. (2005). " Technology developments in structural health monitoring of large-scale bridges. " Eng. Struct., 27 (12), 1715-1725.
14. Koh, H-M., Choo, J-F., Kim, S-K., and Kim, C-Y. (2003). " Recent application and development of structural health monitoring systems and intelligence structures in Korea. " Structural health monitoring and intelligent infrastructure, Z. S. Wu, and, M. Abe, eds., Balkema, Lisse, The Netherlands, 99-111.
15. Kottegoda, N. T., and Rosso, R. (1997). Probability, statistics, and reliability for civil and environmental engineers, McGraw-Hill, N.Y.
16. Ku, B. S., Ji, D. H., Lee, S. S., and Park, J. C. (2005). " Structural health monitoring of the Seohae cable-stayed bridge. " Safety and reliably of engineering systems and structures, G. Augusti, G. I. Schuller, and, M. Ciampoli, eds., Millpress, Rotterdam, The Netherlands, 2937-2943.
17. Li, D., Maes, M. A., and Dilger, W. H. (2004). " Thermal design criteria for deep prestressed concrete girders based on data from Confederation Bridge. " Can. J. Civ. Eng., 31 (5), 813-825.
18. Maes, M. A., Dilger, W. H., and Ballyk, P. D. (1992). " Extreme values of thermal loading parameters in concrete bridges. " Can. J. Civ. Eng., 19 (6), 935-946.
19. Mufti, A. A. (2002). " Structural health monitoring of innovative Canadian civil engineering structures. " Struct. Health Monit., 1 (1), 89-103.
20. Pines, D. J., and Aktan, A. E. (2002). " Status of structural health monitoring of long-span bridges in the United States. " Prog. Struct. Eng. Mater., 4 (4), 372-380.
21. Sumitro, S., Matsui, Y., Kono, M., Okamoto, T., and Fujii, K. (2001). " Long span bridge health monitoring system in Japan. " Health monitoring and management of civil infrastructure systems, S. B. Chase, and, A. E. Aktan, eds., The International Society for Optical Engineering, Bellingham, Wash., 517-524.
22. Wang, J. Y. (2003). " Construction of data management system based on one-year monitoring data from WASHMS. " Research Rep., Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong.
23. Wong, K. Y. (2004). " Instrumentation and health monitoring of cable-supported bridges. " Structural Control and Health Monitoring, 11 (2), 91-124.
24. Wong, K. Y., Man, D. K. L., and Chan, K. W. Y. (2002). " Thermal load and response monitoring of Ting Kau (cable-stayed) Bridge. " Proc., Int. Conf. on Innovation and Sustainable Development of Civil Engineering in the 21st Century, China Civil Engineering Society, Beijing, 249-252.