References
- Allemang, R.J. (2003), "The modal assurance criterion-twenty years of use and abuse", Sound Vibr., 37(8), 14-23.
- Aote, S.S., Raghuwanshi, M. and Malik, L. (2013), "A brief review on particle swarm optimization: Limitations & future directions", Int. J. Comput. Sci. Eng., 14(1), 196-200.
- Begambre, O. and Laier, J.E. (2009), "A hybrid particle swarm optimization-simplex algorithm (PSOS) for structural damage identification", Adv. Eng. Softw., 40(9), 883-891. https://doi.org/10.1016/j.advengsoft.2009.01.004.
- Bernal, D. (2002), "Load vectors for damage localization", J. Eng. Mech., 128(1), 7-14. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:1(7).
- Bicanic, N. and Chen, H.P. (1997), "Damage identification in framed structures using natural frequencies", Int. J. Numer. Meth. Eng., 40(23), 4451-4468. https://doi.org/10.1002/(SICI)1097-0207(19971215)40:23<4451::AID-NME269>3.0.CO;2-L.
- Carvalho, J., Datta, B.N., Gupta, A. and Lagadapati, M. (2007), "A direct method for model updating with incomplete measured data and without spurious modes", Mech. Syst. Sign.l Proc., 21(7), 2715-2731. https://doi.org/10.1016/j.ymssp.2007.03.001.
- CSI (2013), SAP, CSI, Computers and Structures Inc., Berkeley, California, U.S.A.
- Darwin, C. (1859), On the Origin of Species by Means of Natural Selection.
- Doebling, S.W., Farrar, C.R. and Prime, M.B. (1998), "A summary review of vibration-based damage identification methods", Shock Vibr. Dig., 30(2), 91-105. https://doi.org/10.1177/058310249803000201
- Dreo, J., Petrowski, A., Siarry, P. and Taillard, E. (2006), Metaheuristics for Hard Optimization: Methods and Case Studies, Springer Science & Business Media.
- Du, D.C., Vinh, H.H., Trung, V.D., Hong Quyen, N.T. and Trung, N.T. (2017), "Efficiency of Jaya algorithm for solving the optimization-based structural damage identification problem based on a hybrid objective function", Eng. Optim., 50(8), 1233-1251. https://doi.org/10.1080/0305215X.2017.1367392.
- Feng, M.Q., Kim, J.M. and Xue, H. (1998), "Identification of a dynamic system using ambient vibration measurements", J. Appl. Mech., 65(4), 1010-1021. https://10.1115/1.2791895.
- Feng, M.Q. and Zhang, R. (1997), "Wind-induced vibration characteristics of Nanjing TV tower", Int. J. Non-Lin. Mech., 32(4), 693-706. https://doi.org/10.1016/S0020-7462(96)00095-9.
- Fox, C. (1992). "The location of defects in structures-A comparison of the use of natural frequency and mode shape data", Proceedings of the 10th International Modal Analysis Conference, San Diego, California, U.S.A., February.
- Friswell, M. and Mottershead, J.E. (2013), Finite Element Model Updating in Structural Dynamics, Springer Science & Business Media.
- Gentile, C. (2006), "Modal and structural identification of a RC arch bridge", Struct. Eng. Mech., 22(1), 53-70. https://10.12989/sem.2006.22.1.053.
- Hemamalini, S. and Simon, S.P. (2011), "Dynamic economic dispatch using artificial bee colony algorithm for units with valve-point effect", Int. Trans. Electr. Energy Syst., 21(1), 70-81. https://doi.org/10.1002/etep.413.
- Holland, J.H. (1992), Adaptation in Natural and Artificial Systems: An Introductory Analysis with Applications to Biology, Control, and Artificial Intelligence, MIT Press.
- Jaishi, B. and Ren, W.X. (2006), "Damage detection by finite element model updating using modal flexibility residual", J. Sound Vibr., 290(1-2), 369-387. https://doi.org/10.1016/j.jsv.2005.04.006.
- Karaboga, D. and Basturk, B. (2007), "A powerful and efficient algorithm for numerical function optimization: Artificial bee colony (ABC) algorithm", J. Glob. Optim., 39(3), 459-471. https://doi.org/10.1007/s10898-007-9149-x.
- Karaboga, D. and Basturk, B. (2008), "On the performance of artificial bee colony (ABC) algorithm", Appl. Soft Comput., 8(1), 687-697. https://doi.org/10.1016/j.asoc.2007.05.007.
- Kennedy, J. (2011), Particle Swarm Optimization, Springer.
- Lam, H.F. and Yin, T. (2011), "Dynamic reduction-based structural damage detection of transmission towers: Practical issues and experimental verification", Eng. Struct.s, 33(5), 1459-1478. https://doi.org/10.1016/j.engstruct.2011.01.009.
- Liu, Y., Sun, H. and Wang, D. (2013), "Updating the Finite Element Model of large-scaled structures using component mode synthesis technique", Intell. Automat. Soft Comput., 19(1), 11-21. https://doi.org/10.1080/10798587.2013.771457.
- Lu, Z., Zhu, J. and Ou, Y. (2017), "Structural damage identification using incomplete static displacement measurement", Struct. Eng. Mech., 63(2), 251-257. https://doi.org/10.12989/SEM.2017.63.2.251
- Maeck, J., Abdel Wahab, M. and De Roeck, G. (1999). "Damage detection in reinforced concrete structures by dynamic system identification", Proceedings of the International Seminar on Modal Analysis.
- Marwala, T. (2010), Finite Element Model Updating Using Computational Intelligence Techniques: Applications to Structural Dynamics, Springer Science & Business Media.
- Perera, R. and Torres, R. (2006), "Structural damage detection via modal data with genetic algorithms", J. Struct. Eng., 132(9), 1491-1501. https://doi.org/10.1061/(ASCE)0733- 9445(2006)132:9(1491).
- Petrovic-Kotur, S.P. and Pavic, A.P. (2016), "Vibration analysis and FE model updating of lightweight steel floors in full-scale prefabricated building", Struct. Eng. Mech., 58(2), 277-300. https://doi.org/10.12989/sem.2016.58.2.277.
- Rahbari, R., Niu, J., Brownjohn, J. and Koo, K.Y. (2015), "Structural identification of Humber bridge for performance prognosis", Smart Struct. Syst., 33(5), 1459-1478. http://dx.doi.org/10.12989/sss.2015.15.3.665.
- Ren, W.X. and De Roeck, G. (2002), "Structural damage identification using modal data. I: Simulation verification", J. Struct. Eng., 128(1), 87-95. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:1(87).
- Ren, W.X. and De Roeck, G. (2002), "Structural damage identification using modal data. II: Test verification", J. Struct. Eng., 128(1), 96-104. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:1(96).
- Reynders, E. and De Roeck, G. (2010), "A local flexibility method for vibration-based damage localization and quantification", J. Sound Vibr., 329(12), 2367-2383. https://doi.org/10.1016/j.jsv.2009.04.026.
- Reynders, E., Teughels, A. and De Roeck, G. (2010), "Finite element model updating and structural damage identification using OMAX data", Mech. Syst. Sign. Proc., 24(5), 1306-1323. https://doi.org/10.1016/j.ymssp.2010.03.014.
- Saada, M.M., Arafa, M.H. and Nassef, A.O. (2013), "Finite element model updating approach to damage identification in beams using particle swarm optimization", Eng. Optim., 45(6), 677-696. https://doi.org/10.1080/0305215X.2012.704026.
- Salawu, O. (1997), "Detection of structural damage through changes in frequency: A review", Eng. Struct., 19(9), 718-723. https://doi.org/10.1016/S0141-0296(96)00149-6
- Salawu, O.S. and Williams, C. (1995), "Bridge assessment using forced-vibration testing", J. Struct. Eng., 121(2), 161-173. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:2(161).
- Shi, Z., Law, S. and Zhang, L. (2002), "Improved damage quantification from elemental modal strain energy change", J. Eng. Mech., 128(5), 521-529. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:5(521).
- Tang, J., Li, L. and Wu, C. (1995), Report on Field Measurement of Nanjing TV Tower, Technical Report of Southeast University, China.
- Teughels, A. and De Roeck, G. (2004), "Structural damage identification of the highway bridge Z24 by FE model updating", J. Sound Vibr., 278(3), 589-610. https://doi.org/10.1016/j.jsv.2003.10.041.
- Teughels, A., Maeck, J. and De Roeck, G. (2002), "Damage assessment by FE model updating using damage functions", Comput. Struct., 80(25), 1869-1879. https://doi.org/10.1016/S0045-7949(02)00217-1.
- the MathWorks, I. (2014), Matlab Release 2014a, The MathWorks, Inc., Natick, Massachusetts, U.S.A.
- Titurus, B. and Friswell, M.I. (2014), "Damage detection using successive parameter subset selections and multiple modal residuals", Mech. Syst. Sign. Proc., 45(1), 193-206. https://doi.org/10.1016/j.ymssp.2013.10.002.
- Wahab, M.A. and De Roeck, G. (1999), "Damage detection in bridges using modal curvatures: Application to a real damage scenario", J. Sound Vibr., 226(2), 217-235. https://doi.org/10.1006/jsvi.1999.2295.
- Wang, S., Zhang, M. and Liu, F. (2013), "Estimation of semi-rigid joints by cross modal strain energy method", Struct. Eng. Mech., 47(6), 757-771. https://doi.org/10.12989/sem.2013.47.6.757
- Wei, J. and Lv, Z. (2015), "Structural damage detection including the temperature difference based on response sensitivity analysis", Struct. Eng. Mech., 53(2), 249-260. http://dx.doi.org/10.12989/sem.2015.53.2.249.
- Wu, J. and Li, Q. (2004), "Finite element model updating for a high-rise structure based on ambient vibration measurements", Eng. Struct., 26(7), 979-990. https://doi.org/10.1016/j.engstruct.2004.03.002.
- Zhang, Z., Shankar, K., Morozov, E.V. and Tahtali, M. (2016), "Vibration-based delamination detection in composite beams through frequency changes", J. Vibr. Contr., 22(2), 496-512. https://doi.org/10.1177/1077546314533584.
- Zhu, J., Li, H., Lu, Z. and Liu, J. (2015), "A two-step approach for structural damage localization and quantification using Static and dynamic response data", Adv. Struct. Engi., 18(9), 1415-1425. https://doi.org/10.1260/1369-4332.18.9.1415.
Cited by
- Output-only structural parameter identification with evolutionary algorithms and correlation functions vol.29, pp.3, 2020, https://doi.org/10.1088/1361-665x/ab6ce9
- Finite element model updating of long-span cable-stayed bridge by Kriging surrogate model vol.74, pp.2, 2019, https://doi.org/10.12989/sem.2020.74.2.157
- Markov Chain Monte Carlo-based Bayesian method for nonlinear stochastic model updating vol.520, 2019, https://doi.org/10.1016/j.jsv.2021.116595