System identification of a cable-stayed bridge using vibration responses measured by a wireless sensor network |
Kim, Jeong-Tae
(Department of Ocean Engineering, Pukyong National University)
Ho, Duc-Duy (Faculty of Civil Engineering, Ho Chi Minh City University of Technology) Nguyen, Khac-Duy (Department of Ocean Engineering, Pukyong National University) Hong, Dong-Soo (Department of Ocean Engineering, Pukyong National University) Shin, Sung Woo (Department of Safety Engineering, Pukyong National University) Yun, Chung-Bang (School of Urban and Environmental Engineering, UNIST) Shinozuka, Masanobu (Department of Civil and Environmental Engineering, Univ. of California) |
1 | Yang, Y.B. and Chen, Y.J. (2009), "A new direct method for updating structural models based on measured modal data", Eng. Struct., 31, 32-42. DOI ScienceOn |
2 | Yi, J.H. and Yun, C.B. (2004), "Comparative study on modal identification methods using output-only information", Struct. Eng. Mech., 17(3-4), 445-446. DOI ScienceOn |
3 | Zhang, Q.W., Chang, C.C. and Chang, T.Y.P. (2000), "Finite element model updating for structures with parametric constraints", Earthq. Eng. Struct. D., 29(7), 927-944. DOI ScienceOn |
4 | Zui, H., Shinke, T. and Namita, Y. (1996), "Practical formulas for estimation of cable tension by vibration method", J. Struct. Eng. - ASCE, 122(6), 651-656. DOI ScienceOn |
5 | Jaishi, B. and Ren, W.X. (2005), "Structural finite element model updating using ambient vibration test results", J. Struct. Eng. -ASCE, 131(4), 617-628. DOI ScienceOn |
6 | Jo, H., Rice, J.A., Spencer, B.F. and Nagayama, T. (2010), "Development of a high-sensitivity accelerometer board for structural health monitoring", Proceedings of the SPIE, San Diego, USA. |
7 | Kim, J.T., Na, W.B., Park, J.H. and Hong, D.S. (2006), "Hybrid health monitoring of structural joints using modal parameters and EMI signatures", Proceedings of the SPIE, San Diego, USA. |
8 | Overschee, V.P. and De Moor, B. (1996), Subspace identification for linear system, Kluwer Academic Publisher. |
9 | Kim, J.T. and Stubbs, N. (1995), "Model-uncertainty impact and damage-detection accuracy in plate girder", J. Struct. Eng. - ASCE, 121(10), 1409-1417. DOI ScienceOn |
10 | Kim, B.H. and Park, T. (2007), "Estimation of cable tension force using the frequency-based system identification method", J. Sound Vib., 304, 660-676. DOI ScienceOn |
11 | Rice, J.A., Mechitov, K., Sim, S.H., Nagayama, T., Jang, S., Kim, R., Spencer, Jr, B.F., Agha, G. and Fujino, Y. (2010), "Flexible smart sensor framework for autonomous structural health monitoring", Smart Struct. Syst., 6(5-6), 423-438. DOI ScienceOn |
12 | Shimada, T. (1995), A study on the maintenance and management of the tension measurement for the cable of bridge, Ph.D. Dissertation, Kobe University, Japan. |
13 | Stubbs, N. and Kim, J.T. (1996), "Damage localization in structures without baseline modal parameters", AIAA J., 34(8), 1644-1649. DOI ScienceOn |
14 | Stubbs, N., Kim, J.T. and Topole, K. (1992), "An efficient and robust algorithm for damage localization in offshore platforms", Proceeding of the ASCE Tenth Structures Congress, 543-546. |
15 | Wu, J.R. and Li, Q.S. (2004), "Finite element model updating for a high-rise structure based on ambient vibration measurements", Eng. Struct., 26, 979-990. DOI ScienceOn |
16 | Brincker, R., Zhang, L., and Andersen, P. (2001), "Modal identification of output-only systems using frequency domain decomposition", Smart Mater. Struct., 10, 441-445. DOI ScienceOn |
17 | Brownjohn, J.M.W. and Xia, P.Q. (2000), "Dynamic assessment of curved cable-stayed bridge by model updating", J. Struct. Eng-ASCE., 126(2), 252-260. DOI ScienceOn |
18 | Clough, R.W. and Penzien, J. (1993), Dynamics of structures, Second Edition, McGraw-Hill |
19 | Brownjohn, J.M.W., Xia, P.Q., Hao, H. and Xia, Y. (2001), "Civil structure condition assessment by FE model updating: methodology and case studies", Finite Elem. Anal. Des., 37, 761-775. DOI ScienceOn |
20 | Cho, S., Jo, H., Jang, S., Park, J., Jung, H.J., Yun, C.B., Spencer, B.F. and Seo, J.W. (2010), "Structural health monitoring of a cable-stayed bridge using wireless smart sensor technology: data analyses", Smart Struct. Syst., 36 (5-6), 461-480. |
21 | Doebling, S.W., Farrar, C.R. and Prime, M.B. (1998), "A summary review of vibration-based damage identification methods", Shock Vib., 30(2), 91-105. DOI ScienceOn |
22 | Friswell, M.I. and Mottershead, J.E. (1995), Finite element model updating in structural dynamics, Kluwer Academic, Boston. |
23 | Ho, D.D. (2012), "Multi-scale smart sensing of vibration and impedance for structural health monitoring of cable-stayed bridge", Ph.D dissertation, Pukyong National University, Korea. |
24 | Ho, D.D., Kim, J.T., Stubbs, N., and Park, W.S. (2012a), "Prestress-force estimation in PSC girder using modal parameters and system identification", Advances in Structural Engineering, 15(6), 997-1012. DOI |
25 | Ho, D.D., Lee, P.Y., Nguyen, K.D., Hong, D.S., Lee, S.Y., Kim, J.T., Shin, S.W., Yun, C.B. and Shinozuka, M. (2012b), "Solar-powered multi-scale sensor node on Imote2 platform for hybrid SHM in cable-stayed bridge", Smart Struct. Syst., 9(2), 145-164. DOI ScienceOn |
26 | Hua, X.G., Ni, Y.Q., Chen, Z.Q. and Ko, J.M. (2009), "Structural damage detection of cable-stayed bridges using changes in cable forces and model updating", J. Struct. Eng. -ASCE, 135(9), 1093-1106. DOI ScienceOn |
![]() |