Abstract
In order to evaluate objectively and accurately the integrity, safety and operating conditions in real time for the Nanjing Yangtze River Bridge, a large structural safety monitoring system was described. The monitoring system is composed of three parts: sensor system, signal sampling and processing system, and safety monitoring and assessment system. Combining theoretical analysis with measured data analysis, main monitoring contents and layout of measuring points were determined. The vibration response monitoring was significantly investigated. The main contents of safety monitoring on vibration response monitoring are vibration of the main body of the Nanjing Yangtze river bridge, collision avoidance of the bridge piers, vibration of girders on high piers for the bridge approach and earthquake. As a field laboratory, the safety monitorying system also provides information to investigate the unknown and indeterminate problems on bridge structures and specific environment around bridges.
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References
LI Ya-dong. Study on the assessment of existing bridge [J]. Bridge Construction, 1997(3): 18–21. (in Chinese)
XU Liang, GUO Jing-jun, JIANG Jian-jing. The analysis of methods on safety monitoring for a long-span bridge [A]. The 14th National Bridge Conference[C]. Nanjing, 2000. (in Chinese)
Rubin S. Ambient vibration survey of offshore platform [J]. J Eng Mech, 1980, 106(3):425–441.
Curran P, Tilly G. Design and monitoring of the Flint-shire Bridge [J]. Structural Eng Int, 1999, 9(3): 225–228.
Doebling S W, Farrar C R, prime M B, et al. Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: a literature review[R]. Los Alamos National Laboratory report, LA-13070-VA5, 1996.
QIN Quan. Health monitoring of bridge structure [J]. Chinese Journal of Highway and Transport, 2000, 13(2):37–42. (in Chinese)
HAO Chao, QIANG Shi-zhong, WANG Zhao-hui. Safety monitoring system for a large structure [J]. Foreign Bridges, 2002(2): 6–10. (in Chinese)
Housner G W, et al. Structural control: past, present, and future [J]. J Eng Mech, 1997, 123(9): 897–971.
ZHANG Qi-wei, YUAN Wan-cheng, FAN Li-chui. Present situation and development of structural safety monitoring for a large bridge [J]. Journal of Tongji University, 1997, 25(S): 76–81. (in Chinese)
SHI Jia-jun, XIANG Hai-fan, XU Jun. A comprehensive monitoring system to ensure safety and endurance of a large bridge [J]. Journal of Tongji University, 1997, 25(S): 71–75. (in Chinese)
Farrar C R, James G H. System identification from ambient vibration measurements on bridges[J]. Journal of Sound and Vibration, 1997,205(1), 1–18.
Flint A R, McFadyen A N, Lau C K, et al. Wind and structure health monitoring system (WASHMS) for Lantau fixed crossing (part 2): performance requirements for the bridge instrumentation system [A]. Bridge into the 21th Century[C]. Hong Kong, 1995.
Farrar C R, Cornwell P J, Doebling S W, et al. Structural health monitoring studies of the Alamosa Canyon and I-40 bridges [R]. Los Alamos National Laboratory report, LA-13635-MS. 2000.
WANG Zi-bo, ZHOU Jian-qiang. Comprehensive analysis of accidents on bridge collision by ships for the Nanjing Yangtze River Bridge [J]. China Water Transport, 1996 (12): 37–38. (in Chinese)
ZHOU Chuang-rong, ZHAO Chun-sheng. Mechanical Vibration Parameter Identification and its Application [M]. Beijing: Science Press, 1989. (in Chinese)
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Foundation item: Project (2001G025) supported by the Foundation of the Science and Technology Section of Ministry of Railway of China
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Huang, Fl., He, Xh., Chen, Zq. et al. Structural safety monitoring for Nanjing Yangtze River Bridge. J Cent. South Univ. Technol. 11, 332–335 (2004). https://doi.org/10.1007/s11771-004-0068-4
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DOI: https://doi.org/10.1007/s11771-004-0068-4