The state of the art in structural health monitoring of cable-stayed bridges

Journal of Civil Structural Health Monitoring - Tập 6 Số 1 - Trang 43-67 - 2016
Hui Li1, Jinping Ou1
1Key Lab of Structures’ Dynamic Behavior and Control (Harbin Institute of Technology), The Ministry of Education

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Aktan AE, Brownjohn JMW (2013) Structural identification: opportunities and challenges. ASCE J Struct Eng 139:1639–1647

Aktan AE, Catbas FN, Grimmelsman KA, Tsikos CJ (2000) Issues in infrastructure health monitoring for management. J Eng Mech 126(7):711–724

Anderegg P, Bronnimann R, Meier U (2014) Reliability of long-term monitoring data. J Civil Struct Health Monit 4:69–75

Anderson NL, Ismael AM, Thitimakorn T (2007) Ground-penetrating radar: a tool for monitoring bridge scour. Environ Eng Geosci 13(1):1–10

Bao YQ, Li H, Ou JP (2014) Emerging data technology in structural health monitoring: compressive sensing technology. J Civil Struct Health Monit 4(2):77–90

Bao YQ, Beck JL, Li H (2011) Compressive sampling for accelerometer signals in structural health monitoring. Struct Health Monit Int J 10(3):235–246

Boller C, Chang FK, Fujino Y (2009) Encyclopedia of structural health monitoring. Wiley, New York

Brownjohn JMW, De Stefano A, Wenzel YLXuH, Aktan AE (2011) Vibration-based monitoring of civil infrastructure: challenges and successes. J Civil Struct Health Monit 1:79–95

Brönnimann R, Nellen PM, Sennhauser U (1998) Application and reliability of a fiber optical surveillance system for a stay cable bridge. Smart Mater Struct 7:229–236

Candès EJ (2006) Compressive sampling. In: Proceedings of the international congress of mathematicians, Madrid, Spain, pp 1433–1452

Cao Y, Yim J, Zhao Y, Wang M (2010) Temperature effects on cable-stayed bridge using structural health monitoring: a case study. Struct Health Monit 10(5):523–537

Chang WY, Lai JS, Yu TY, Lin F, Lee LC, Tsai WF, Loh CH (2014) Pier scour monitoring system by bed-level image tracking. Int J Sedim Res 29:269–277

Chen WL, Li H, Ou JP, Li FC (2013) Numerical simulation of vortex-induced vibrations of inclined cables under different wind profiles. ASCE J Bridge Eng 18(1):42–53

Chen ZC, Li H, Bao YQ (2014) Computer vision based approach for identification of moving loads distribution on long-span bridges.  In: Proceedings of 5th Asia-Pacific workshop on structural health monitoring (APWSHM2014), Shenzhen, China

Cheng J (2014) Reliability analysis of the Sutong Bridge Tower under ship impact loading. Struct Infrastruct Eng 10(10):1320–1329

Cho S, Jang SA, Jo H, Park JW, Jung HJ, Yun CB, Spencer BF Jr, Nagayama T, Seo JW (2010) Structural health monitoring of a cable-stayed bridge using smart sensor technology: data analyses. Smart Struct Syst 6(5–6):461–480

Bortoluzzi D, Casciati S, Faravelli L (2013) Modeling the dependency of displacement variability on thermal effects. J Vib Control 19(15):2301–2313

Dascotte E (2011) Vibration monitoring of the Hong Kong Stonecutters Bridge. In: Experimental vibration analysis for civil engineering structures, Varenna, Italy, 3–5 Oct 2011

Degrauwe D, De Roeck G, Lombaert G (2009) Uncertainty quantification in the damage assessment of a cable-stayed bridge by means of fuzzy numbers. Comput Struct 87:1077–1084

Del Grosso A, Torre A, Inaudi D, Brunetti G, Pietrogrande A (2005) Monitoring system for a cable-stayed bridge using static and dynamic fiber optics sensors. In: Proceedings of the 2nd international conference of structural health monitoring for intelligent infrastructure, Shenzhen, China, 13–16 Nov 2005

Ding YL, Li AQ, Du DS, Liu T (2010) Multi-scale damage analysis for a steel box girder of a long-span cable-stayed bridge. Struct Infrastruct Eng 6(6):725–739

Donoho D (2006) Compressed sensing. IEEE Trans Inf Theory 52(4):1289–1306

Elliott J, Paulson P, Youdan D (2001) The use of an acoustic monitoring system to confirm the integrity of tensioned steel elements in cable supported bridges. In: Cable-supported bridges—challenging technical limits. IABSE Symposium Report, IABSE Conference, Seoul, pp 1–7

Faber MH, Engelund S, Rachwits R (2003) Aspects of parallel wire cable reliability. Struct Saf 25(2):201–225

Fujino Y, Siringoringo DM (2011) Bridge monitoring in Japan: the needs and strategies. Struct Infrastruct Eng 7(7–8):597–611

Fujino Y (2011) Lessons from the Tohoku earthquake. Seminar presentation at Harbin Institute of Technology

Flamand O, De Oliveira F, Stathopoulos-Vlamis A, Papanikolas P, Panagis A (2014) Using non continuous records from full scale monitoring system for fatigue assessment. In: 7th European workshop on structural health monitoring, Le Cite, Nantes, France, 8–11 July 2014

Geier R, Flesch R (2004) Cable-stayed bridges and their dynamic response. In: 22nd IMAC conference and exposition 2004 (IAMC XXII): conference and exposition on structural dynamics, Michigan, USA, 26–29 Jan 2004

Hovhanessian G (2006) Health monitoring of cable stayed structures: experience and implementation. In: Proceedings of 24th conference and exposition on structural dynamics 2006 (IMAC—XXIV), Missouri, USA, 30 Jan–2 Feb 2006

Hoult N, Fidler P, Hilland P, Middleton C (2010) Long-term wireless structural health monitoring of the Ferriby Road Bridge. J Bridge Eng 15(2):153–159

Hua XG, Ni YQ, Chen ZQ, Ko JM (2009) Structural damage detection of cable-stayed bridges using changes in cable forces and model updating. J Struct Eng 135:1093–1106

Ismail Z, Ibrahim Z, Ong A, Rahman A (2012) Approach to reduce the limitations of modal identification in damage detection using limited field data for nondestructive structural health monitoring of a cable-stayed concrete bridge. ASCE J Bridge Eng 17:867–875 (special issue: nondestructive evaluation and testing for bridge inspection and evaluation)

Jang S, Jo HK, Cho S, Mechitov K, Rice JA, Sim SH, Jung HJ, Yun CB, Spencer BF Jr, Agha G (2010) Structural health monitoring of a cable-stayed bridge using smart sensor technology: deployment and evaluation. Smart Struct Syst 6(5–6):439–459

Jones NP, Porterfield M (1997) Measurement of stay-cable vibration. In: Proceedings of the ASCE structures congress XV—building to last, ASCE, Portland, Ore, 13–16 April 1997, pp 1290–1294

Kim SW, Jeon BG, Kim NS, Park JC (2013) Vision-based monitoring system for evaluating cable tensile forces on a cable-stayed bridge. Struct Health Monit 12(5–6):440–456

Kim CH, Jo BW, Jun JT (2012) Application of laser vibrometer to the measurement and control of cable tensile forces in cable-stayed bridges. Int J Distrib Sensor Netw (article ID 810682, 7 pages)

Kiviluoma R, Kolushev I, Toivola P (2006) Use of on-line monitoring systems in bridge evaluation. In: The IABSE conference on operations, maintenance and rehabilitation of large infrastructure projects, bridges and tunnels, Copenhagen, Demark, 15–17 May 2006

Kleinhanß K, Schmidt-Hurtienne B (2009) Monitoring of wind effects on the cable-stayed bridge across the Ziegelgraben. http://www.ehs-ingenieure.de/…/1373_2009-07-15_JGBS-Ziegelgrab . Accessed 15 July 2009

Ko JM, Ni YQ, Zhou HF et al (2009) Investigation concerning structural health monitoring of an instrumented cable-stayed bridge. Struct Infrastruct Eng 5(6):497–513

Kodakalla V, Oates R, Gupta VK, Guan Y, Koscher X (2014) ANZAC cable stayed bridge health monitoring. In: The 9th Austraods bridge conference, Sydney, Australia

Koh HM, Lee HS, Kim SK, Choo JF (2009) Monitoring of bridges in Korea. In: Boller C, Chang F-K, Fujino Y (eds) Chapter 124 in encyclopedia of structural health monitoring. Wiley, New York

Kurz JH, Laguerre L, Niese F et al (2013) NDT for need based maintenance of bridge cables, ropes and pre-stressed elements. J Civil Struct Health Monit 3:285–295

Lan CM, Li H, Ou JP (2011) Traffic load modeling based on structural health monitoring data. Struct Infrastruct Eng 7(5):379–386

Lardiès J (2014) Structural health monitoring of stay cables by the Scruton number. In: 11th world congress on computational mechanics, Barcelona, Spain, 20–25 July 2014

Li DS, Hu Q, Ou JP (2012) Fatigue damage evolution and monitoring of carbon fiber reinforced polymer bridge cable by acoustic emission technique. Int J Distrib Sensor Netw (article ID 282139: 1–7)

Li DS, Ou JP, Lan CM, Li H (2012) Monitoring and failure analysis of corroded bridge cables under fatigue loading using acoustic emission sensors. Sensors 12:3901–3915

Li H, Ou JP (2005) Design approach of health monitoring system for cable-stayed bridges. In: Proceedings of the 2nd international conference of structural health monitoring for intelligent infrastructure, Shenzhen, China, 13–16 Nov 2005

Li H, Ou JP, Zhao XF, Zhou WS, Zhou Z (2006) Structural health monitoring system for the Shandong Binzhou Yellow River highway bridge. Comput-Aided Civil Infrastruct Eng 21:306–317

Li H, Huang Y, Chen WL, Ma ML, Tao DW, Ou JP (2011) Estimation and warning of fatigue damage of FRP stay cables based on acoustic emission techniques and fractal theory. Comput-Aided Civil Infrastruct Eng 26:500–512

Li H, Laima S, Li N, Ou JP, Duan ZD (2010) Correlation analysis of the wind of a cable-stayed bridge based on field monitoring. Wind Struct 13(6):529–556

Li H, Lan CM, Ju Y, Li DS (2012) Experimental and numerical study of the fatigue properties of corroded parallel wire cables. J Bridge Eng 17(2):211–220

Li H, Li SL, Ou JP (2010) Modal identification of bridges under varying environmental conditions: temperature and wind effects. Struct Control Health Monit 17(5):495–512

Li H, Li SL, Ou JP, Li HW (2012) Reliability assessment of cable-stayed bridges based on structural health monitoring techniques. Struct Infrastruct Eng 8(9):829–845

Li H, Ou JP, Zhou Z (2009) Applications of optical fibre Bragg gratings sensing technology-based smart stay cables. Opt Lasers Eng 47:1077–1084

Li H, Zhang FJ, Jin YZ (2014) Real-time identification of the time-varying tension of stay cables with monitored cable transversal acceleration. Struct Control Health Monit 21(7):1100–1117

Li SL, Li H (2014) SMC structural health monitoring benchmark problem using monitored data from an actual cable-stayed bridge. Struct Control Health Monit 21(2):156–172

Li SL, Xu Y, Li H (2014) Uniform and pitting corrosion modeling for high Strength Bridge Wires. ASCE J Bridge Eng 19(7):04014025

Loh KJ, Tom C, Benassini J, Bombardelli FA (2014) A distributed piezo-polymer scour net for bridge scour hole topography monitoring. Struct Monit Maint 1(2):183–195

Main JA, Jones NP (1999) Full-scale measurements of stay cable vibration. In: The Proceedings of the 10th international conference on wind engineering (10ICWE): wind engineering into the 21st century, Copenhagen, Denmark, 1–3 June 1999, pp 963–970

Mordini A, Savovand K, Wenzel H (2008) Damage detection on stay cables using an open source-based framework for finite element model updating. Struct Health Monit 7(2):91–102

Nguyen KD, Kim JT, Park YH (2013) Multiscale structural health monitoring of cable-anchorage system using piezoelectric PZT sensors. Int J Distrib Sensor Netw (article ID 254785: 1–9)

Nguyen KD, Kim JT, Park YH (2013) Long-term vibration monitoring of cable-stayed bridge using wireless sensor network. Int J Distrib Sensor Netw (article ID 804516, 9 pages)

Ni YQ, Zhou HF, Chan KC, Ko JM (2008) Modal flexibility analysis of cable-stayed Ting Kau Bridge for damage identification. Comput-Aided Civil Infrastruct Eng 23:223–236

Nikola B, Dimitris A, Kostas B et al (2014) Spatio-temporal protocol for power-efficient acquisition wireless sensors based SHM. Smart Struct Syst 14(1):1–16

Okasha NM, Frangopol DM (2012) Integration of structural health monitoring in a system performance based life-cycle bridge management framework. Struct Infrastruct Eng 8(11):999–1016

Ou JP, Li H (2010) Structural health monitoring in mainland China: review and future trends. Struct Health Monit 9:219–231

Peeters B, Couvreur G, Razinkov O et al (2009) Continuous monitoring of the Øresund Bridge: system and data analysis. Struct Infrastruct Eng 5(5):395–405

Prendergast LJ, Gavin K (2014) A review of bridge scour monitoring techniques. J Rock Mech Geotech Eng 6(2):138–149

Qiao GF, Sun GD, Li H, Ou JP (2014) Heterogeneous tiny energy: an appealing opportunity to power wireless sensor motes in a corrosive environment. Appl Energy 131:87–96

Qiao GF, Hong Y, Ou JP (2014) Quantitative monitoring of pitting corrosion based on 3-D cellular automata and real-time ENA for RC structures. Measurement 53:270–276

Sim SH, Li J, Jo HK et al (2014) A wireless smart sensor network for automated monitoring of cable tension. Smart Mater Struct 23(025006):1–10

Talebinejad I, Fischer C, Ansari F (2011) Numerical evaluation of vibration-based methods for damage assessment of cable-stayed bridges. Comput-Aided Civil Infrastruct Eng 26:239–251

Torra V, Carreras G, Casciati S et al (2014) On the NiTi wires in dampers for stayed cables. Smart Struct Syst 13(3):353–374

Torre A, Inaudi D, Brunetti G, Pietrogrande A, Del Grosso A (2006) Monitoring with fiber optic sensors of a cable-stayed bridge in the Port of Venice. In: 3rd international conference on bridge maintenance, safety and management—bridge maintenance, safety, management, life-cycle performance and cost, Porto, 16–19 July 2006

Transportation Research Board of the National Academies of the USA (2005) Inspection and maintenance of bridge stay cable systems: a synthesis of highway practice, Washington, DC

Yang YC, Li SL, Nagarajaiah S, Li H, Zhou P (2015) Real-time output-only identification of time-varying cable tension via complexity pursuit. ASCE Struct Eng. doi: 10.1061/(ASCE)ST.1943-541X.0001337

Wang H, Hu R, Xie J, Tong T, Li A (2013) Comparative study on buffeting performance of Sutong Bridge based on design and measured spectrum. ASCE J Bridge Eng 18(7):587–600

Weng JH, Loh CH, Lynch JP, Lin PY, Wang Y (2008) Output-only modal identification of a cable-stayed bridge using wireless monitoring systems. Eng Struct 30:1820–1830

Xia Y, Chen B, Zhou XQ, Xu YL (2013) Field monitoring and numerical analysis on Tsing Ma Suspension Bridge temperature behavior. Struct Control Health Monit 20(4):560–575

Zejli H, Gaillet L, Laksimi A, Benmedakhene S (2012) Detection of the presence of broken wires in cables by acoustic emission inspection. J Bridge Eng Spec Issue: Nondestruct Eval Test Bridge Insp Eval 17:921–927

Zhang FJ (2013) Patterns of vehicle load and temperature on long-span bridges based on health monitoring data. Ph.D. thesis at Harbin Institute of Technology (in Chinese)

Zhang R, Duan YF, Wing S, Zhao Y (2014) Smart elasto-magneto-electric (EME) sensors for stress monitoring of steel cables: design theory and experimental validation. Sensors 14:13644–13660

Zhao XF, Cui YJ, Wei HM, Kong XL, Zhang PL, Sun CS (2013) Research on corrosion detection for steel reinforced concrete structures using fiber optical white light interferometer sensing technique. Smart Mater Struct 22(6):512–519

Zhou XT, Ni YQ, Zhang FL (2014) damage localization of cable-supported bridges using modal frequency data and probabilistic neural network. Math Probl Eng (article ID 837963, 10 pages)

Zonta D, Esposito P, Pozzi M, Molignoni M, Zandonini R, Wang M, Inaudi D, Posenato D, Glisic B (2012) Monitoring load redistribution in a cable-stayed bridge. In: The 5th European conference on structural control, Genoa, Italy, 18–20 June 2012, Paper No. # 193

Zuo D, Jones NP, Main JA (2008) Field observation of vortex- and rain-wind-induced stay-cable vibrations in a three-dimensional environment. J Wind Eng Ind Aerodyn 96:1124–1133

Zuo D, Jones NP (2010) Interpretation of field observations of wind- and rain-wind-induced stay cable vibrations. J Wind Eng Ind Aerodyn 98:73–87