Monitoring of Hakucho Suspension Bridge by ambient vibration measurement:
Abstract
Monitoring of a 720 m span suspension bridge which is located at windy and seismically active area in northern part of Japan, opened in 1998 is introduced. The purpose of the monitoring is to understand the actual dynamic behavior and loading conditions, and to develop a health monitoring scheme using ambient vibration measurement which is readily available under service conditions. Data processing scheme based on Ibrahim's time domain method is constructed for identification of natural frequencies, mode shapes and modal damping ratios. Because measurement of the input force is not available for ambient vibration measurement, statistical treatment of measured data is required to obtain reliable results. This scheme is applied to analyze the actual ambient vibration measurement of the bridge under various environmental conditions. In the analysis, amplitude dependent softening of bearing supports which is not expected at the design calculation is identified. This preliminary analysis shows that the current monitoring system is directly applicable for identification of damage at the bearing supports which is one of the hot spots for fatigue and seismic damage, and also has the potential applicability to the health monitoring of the entire bridge.
Integrity signals
Registry
Cites
Statistics
Claims the paper makes
Claims other papers make about this one
Each is checked against this paper’s own text: does it say what the citing paper says it does?
The damping ratio depends on the vibration amplitude.
“Moreover, the damping ratio depends on the vibration amplitude [178,179].”
From Effects of Environmental and Operational Conditions on Structural Health Monitoring and Non-Destructive Testing: A Systematic Review (2023) · cites this paper as [179]
Cited by
Sorted by citations
Jang, S., Jo, H., Cho, S., Mechitov, K. A., Rice, J. A., Sim, S., Jung, H., Yun, C., Spencer, B. F., & Agha, G. (2010) · Smart Structures and Systems · doi:10.12989/sss.2010.6.5_6.439 · Cited by 429 · see citing works
“To date, numerous SHM methodologies and systems have been proposed, and some of them have been applied on the full-scale bridge structures: e.g., the Alamosa Canyon Bridge (Doebling et al. 1997), the I-10 Bridge (Todd et al. 1999), the Hakucho Bridge in Japan (Abe et al. 2000), the Bill Emerson Memorial Bridge in Miss…”
BackgroundMethodInfluentialStructural Displacement Measurement Using an Unmanned Aerial System
Yoon, H., Shin, J., & Spencer, B. F. (2017) · Computer-Aided Civil and Infrastructure Engineering · doi:10.1111/mice.12338 · Cited by 265 · see citing works
“, 1999), the Hakucho Bridge (Abe et al., 2000), the Tsing”
BackgroundMethodStructural Health Monitoring in Composite Structures: A Comprehensive Review
Hassani, S., Mousavi, M., & Gandomi, A. H. (2021) · Sensors · doi:10.3390/s22010153 · Cited by 258 · see citing works
A spectral-based clustering for structural health monitoring of the Sydney Harbour Bridge
Alamdari, M. M., Rakotoarivelo, T., & Khoa, N. L. D. (2016) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2016.10.033 · Cited by 114 · see citing works
“While most of these previous works were based on short-term monitoring, some recent studies reported on long-term SHM applied to bridges with inservice traffic loads [21, 22].”
BackgroundKeshmiry, A., Hassani, S., Mousavi, M., & Dackermann, U. (2023) · Buildings · doi:10.3390/buildings13040918 · Cited by 96 · see citing works
International Research Projects on Structural Health Monitoring: An Overview
der Auweraer, H. D. V., & Peeters, B. (2003) · Structural Health Monitoring · doi:10.1177/147592103039836 · Cited by 83 · see citing works
Desjardins, S. L., Londoño, N. A., Lau, D. T., & Khoo, H.-A. A. (2006) · Advances in Structural Engineering · doi:10.1260/136943306776232864 · Cited by 50 · see citing works
“…monitoring systems have been developed and installed in the field to collect information on the material properties and structural behaviour of civil engineering structures and systems, such as buildings and bridges (e.g. Cheung et al. 1997; Koh et al. 2003; Katsuchi et al. 2003; Abe et al. 2000).”
Wind Analysis of a Suspension Bridge: Identification and Finite-Element Model Simulation
Hong, A. L., Ubertini, F., & Betti, R. (2010) · Journal of Structural Engineering · doi:10.1061/(asce)st.1943-541x.0000279 · Cited by 42 · see citing works
Development of non-contact scanning vibration measurement system for real-scale structures
KAITO, K., Abe, M., & Fujino, Y. (2005) · Structure and Infrastructure Engineering · doi:10.1080/15732470500030661 · Cited by 39 · see citing works
Self-citationTaher, S. A., Li, J., Jeong, J., et al. (2022) · Sensors · doi:10.3390/s22145076 · Cited by 39 · see citing works
“One early example based on wired sensors is the health monitoring of the Hakucho Suspension Bridge in Japan, for which modal properties of the bridge were identified and studied based on ambient vibration measurements [5].”
BackgroundChen, B., Wang, X., Sun, D., et al. (2014) · The Scientific World JOURNAL · doi:10.1155/2014/689471 · Cited by 25 · see citing works
“SHM techniques have been developed extensively and various mature technologies are in use in large-span bridges, including the Hakucho Bridge in Japan [2], Bill Emerson Memorial Bridge in the USA [3], Jindo Bridge in South Korea [4], Tsing Ma Bridge and Ting KauBridge inHongKong [5], and SutongBridge and Jiangyin Chan…”
Vision-Based Structural FE Model Updating Using Genetic Algorithm
Park, G., Hong, K.-N., & Yoon, H. (2021) · Applied Sciences · doi:10.3390/app11041622 · Cited by 22 · see citing works
Nonlinear features for damage detection on large civil structures due to earthquakes
Chanpheng, T., Yamada, H., Katsuchi, H., & Sasaki, E. (2012) · Structural Health Monitoring · doi:10.1177/1475921712437182 · Cited by 18 · see citing works
“Because both sides of equation (7) are frequencydependent complex functions, it is better to average the functions into a real value, which is easier to use practically.”
BackgroundUse of vibration data for structural health monitoring of bridges
Londoño, N. A. (2006) · doi:10.22215/etd/2006-06638 · Cited by 15 · see citing works
“A n attem pt has been made to separate and quantify the variability arising from (1) the m easurement, modeling and com putational uncertainties and that caused by (2) the environmental and loading fluctuations.”
BackgroundMethodInfluentialHeo, G., & Jeon, J. (2017) · Sensors · doi:10.3390/s17071620 · Cited by 14 · see citing works
Structural Health Monitoring of CFRP Strengthened Bridge Decks Using Ambient Vibrations
Lee, L. S., Karbhari, V. M., & Sikorsky, C. S. (2007) · Structural Health Monitoring · doi:10.1177/1475921707081109 · Cited by 13 · see citing works
Full-Scale Experimental Validation of High-Fidelity Wireless Measurement on a Historic Truss Bridge
Jang, S., Spencer, B. F., Rice, J. A., et al. (2011) · Advances in Structural Engineering · doi:10.1260/1369-4332.14.1.93 · Cited by 12 · see citing works
“Much of the research effort in SHM has been devoted to the deployment of traditional wired sensor networks to monitor important bridge structures, e.g., Alamosa Canyon Bridge in the U.S. (Doebling 1997), Hakucho Bridge in Japan (Abe et al. 2000), Humber Bridge in U.K. (Macdonald et al. 1998), Hong Kong’s three bridges…”
BackgroundWind characteristics at a long-span sea-crossing bridge site based on monitoring data
Zhou, Y., Sun, L., & Xie, M. (2018) · Journal of low frequency noise, vibration and active control · doi:10.1177/1461348418762962 · Cited by 11 · see citing works
Hatchell, B. K., Mauss, F. J., Amaya, I. A., et al. (2011) · Structural Health Monitoring · doi:10.1177/1475921711414237 · Cited by 9 · see citing works
“Ambient vibration measurement is one of the most convenient vibration measurement methods because no specific excitation device is required and because it can be measured under service conditions.(5) For rotorcraft, structural vibration is commonly used as an indicator in health monitoring systems due to the presence…”
BackgroundHeo, G., Kim, C., Jeon, S., et al. (2018) · Applied Sciences · doi:10.3390/app8030361 · Cited by 7 · see citing works
KAITO, K., Masato, A. B. E., Fujino, Y., et al. (2001) · Doboku Gakkai Ronbunshu · doi:10.2208/jscej.2001.693_173 · Cited by 7 · see citing works
Self-citationUsage Management of Civil Structures
Miyamoto, A. (2008) · Encyclopedia of Structural Health Monitoring · doi:10.1002/9780470061626.shm111 · Cited by 6 · see citing works
The modal distribution method for statistical analysis of measured structural response
Sweetman, B., & Choi, M. (2009) · Probabilistic Engineering Mechanics · doi:10.1016/j.probengmech.2009.11.003 · Cited by 4 · see citing works
A FULL-SCALE MEASUREMENT OF WIND ACTIONS AND EFFECTS ON A SEA-CROSSING BRIDGE
Zhou, Y., Sun, L., & Xie, M. (2017) · Stavební obzor · doi:10.14311/cej.2017.03.0018 · Cited by 4 · see citing works
Study on Health Monitoring System Design of Cable-Stayed Bridge
Lin, H., Xiang, Y., & Jia, Y. (2017) · Sustainable civil infrastructures · doi:10.1007/978-3-319-61914-9_17 · Cited by 4 · see citing works
“Abe et al. (2000) designed and established a health monitoring framework for the Hakucho Bridge to get the actual dynamic behavior and loading conditions.”
MethodLong-Term Monitoring and Analysis of a Curved Concrete Box-Girder Bridge
Lee, S. (2008) · International Journal of Concrete Structures and Materials · doi:10.4334/ijcsm.2008.2.2.091 · Cited by 2 · see citing works
Study and Design Optimization of Fiber Bragg Grating Based Wind Pressure Sensor
Dan, D., Xiao, R., Bai, W., et al. (2015) · International Journal of Distributed Sensor Networks · doi:10.1155/2015/745346 · Cited by 2 · see citing works
“In contrast, monitoring structural surface pressures, which not only simplifies measuring procedures, but also overcomes the drawbacks during wind speed and direction measurements, is a very efficient field measuring approach [10–12].”
KAITO, K., Masato, A. B. E., Fujino, Y., et al. (2001) · Doboku Gakkai Ronbunshu · doi:10.2208/jscej.2001.689_183 · Cited by 2 · see citing works
Self-citationA method for vibration-based health monitoring using nonlinearity measurement
Chanpheng, T., Katsuchi, H., Yamada, H., et al. (2009) · doi:10.11532/structcivil.55a.809 · Cited by 1 · see citing works
Heo, G., & Jeon, J. (2015) · Procedia Engineering · doi:10.1016/j.proeng.2015.08.106
Heo, G., & Jeon, J. (2015) · Procedia Engineering · doi:10.1016/j.proeng.2015.08.105
Dynamic Characteristics Estimation of Cable-Stayed Bridge Using Artificial Filter Bank (AFB)
Heo, G., & Jeon, J. (2014) · International Journal of Engineering and Technology · doi:10.7763/ijet.2015.v7.756
Heo, G., Jeon, J., Son, B.-J., et al. (2016) · Journal of Physics Conference Series · doi:10.1088/1742-6596/744/1/012058
Evaluation and rehabilitation of damaged beams in bridges
Hameed, S. A. (2016) · doi:10.7282/t3vx0jtj
“To date, numerous structure health monitoring methodologies and systems have been proposed, and some of them have been applied on the full-scale bridge structures: e.g., the Alamosa Canyon Bridge (Farrar, C. R., and S. W. Doebling 1997), the I-10 Bridge (Todd et al. 1999), the Hakucho Bridge in Japan (Abe et al. 2000)…”
BackgroundMethodInfluentialWIND CHARACTERISTICS AROUND AND EFFECTS ON A SEA-CROSSING BRIDGE BASED ON MONITORING DATA
Sun, L., Zhou, Y., & Min, Z. (2014) · COMPDYN Proceedings · doi:10.7712/120113.4543.c1491
“[1-12] A well-developed SHM system could provide a huge database of recorded environmental conditions and structural responses, which has two attractive features, say, on-site and full-scale, compared with the results from numerical simulation and wind tunnel experiments.”
ResultNumerical investigation and optimal design of fiber Bragg grating based wind pressure sensor
Wang, X., Dan, D., Xiao, R., et al. (2017) · Frontiers of Structural and Civil Engineering · doi:10.1007/s11709-017-0415-9
“Since sensors need to be attached to structural surfaces, it is difficult to obtain accurate measurements of wind speeds and directions [12].”
BackgroundA Simple Monitoring System for Damaged Bridges in Myanmar
Eddy, L., Miyashita, T., Matsumoto, K., et al. (2018) · Journal of Disaster Research · doi:10.20965/jdr.2018.p0080
- Authors
- Abe, M., Fujino, Y., Yanagihara, M., & Sato, M.
- Affiliations
- The University of Tokyo (JP)
- Venue
- SPIE Proceedings
- Publisher
- SPIE
- Published
- 2000-06-09
- Volume
- 3995
- Pages
- 237-244
- ISSN
- 0277-786X (ISSN-L)
- OpenAlex
- W2058160751
- Cited by
- 37
- References
- 0
- Citations by year
- 2023: 1 · 2022: 1 · 2021: 2 · 2018: 3 · 2017: 5 · 2016: 3 · 2015: 3 · 2014: 3 · 2012: 1
- FWCI
- 6.79
- Type
- conference paper
- Language
- en
- Open access
- closed
- Locations
- Proceedings of SPIE, the International Society for Optical Engineering/Proceedings of SPIE (publishedVersion)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Health Monitoring Techniques
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Engineering and Vibration Analysis
- Physical Sciences › Engineering › Mechanical Engineering › Transport Systems and Technology
- Keywords
- Hakucho Suspension Bridge, ambient vibration measurement, Ibrahim time domain method, natural frequency identification, mode shapes, modal damping ratio, earthquake damage, bridge health monitoring
About these checks
Registry, retraction, Cites and statistics results are computed, not judged, with one exception: a printed reference that no index lists is read once by a model before it counts as a citation error. Claims are extracted by a model and kept only when their quote appears verbatim in the text; each cited source is then checked, with a model’s help, for whether it says what the claim relies on. Those verdicts can be wrong — read the claim’s quote and the cited source before relying on one.
Statistics and arithmetic are recomputed, not judged.
Confidence bands are shown only for fields calibrated on our annotated test set. None is calibrated yet, so no band is shown.
What counts as a claim ›How we measure confidence ›How we check this ›
Are you an author, or do you see a problem with this page? Request a review
