1 |
Proakis, J.G. and Manolakis, D.G. (1996), Digital Signal Processing, Vol. 3, Prentice Hall, NJ, USA.
|
2 |
Bozyigit, B., Yesilce, Y. and Wahab, M.A. (2020), "Transfer matrix formulations and single variable shear deformation theory for crack detection in beam-like structures", Struct. Eng. Mech., 73(2), 109-121. https://doi.org/10.12989/sem.2020.73.2.109.
DOI
|
3 |
Cantero, D. and Basu, B. (2015), "Railway infrastructure damage detection using wavelet transformed acceleration response of traversing vehicle", Struct. Control Health Monitor., 22(1), 62-70. https://doi.org/10.1002/stc.1660
DOI
|
4 |
Cha, Y. J. and Wang, Z. (2018), "Unsupervised novelty detection-based structural damage localization using a density peaks-based fast clustering algorithm", Struct. Health Monitor., 17(2), 313-324. https://doi.org/10.1177/1475921717691260.
DOI
|
5 |
Derksen, H. and Weyman, J. (2005), "Quiver represantations", Notices of the AMS, 52(2), 200-206.
|
6 |
Afonso, V.X. and Tompkins, W.J. (1995), "Detecting ventricular fibrillation", IEEE Eng. Medicine Biology Mag., 14(2), 152-159. https://doi.org/ 10.1109/51.376752
DOI
|
7 |
Barr, D.R. and Davidson, T. (1973), "A Kolmogorov-Smirnov test for censored samples", Technometrics, 15(4), 739-757.
DOI
|
8 |
Dyke, S.J., Bernal, D., Beck, J.L. and Ventura, C. (2001), "An experimental benchmark problem in structural health monitoring", Proceedings of the 3rd International Workshop on Structural Health Monitoring, 488-497. CRC Press, Florida, USA.
|
9 |
Ebrahimi, F. and Heidari, E. (2018), "Vibration characteristics of advanced nanoplates in humid-thermal environment incorporating surface elasticity effects via differential quadrature method", Struct. Eng. Mech., 68(1), 131-157. https://doi.org/10.12989/sem.2018.68.1.131
DOI
|
10 |
Rafiei, M.H., Khushefati, W.H., Demirboga, R. and Adeli, H. (2017), "Supervised deep restricted Boltzmann machine for estimation of concrete," ACI Mater. J., 114(2), 237-244.
|
11 |
Sifuzzaman, M., Islam, M.R. and Ali, M.Z. (2009), "Application of wavelet transform and its advantages compared to Fourier transform", J. Physical Sci., 13, 121-134. http://inet.vidyasagar.ac.in:8080/jspui/handle/123456789/779.
|
12 |
Sohn, H., Farrar, C. R., Hemez, F. M. and Czarnecki, J. J. (2002), "A Review of Structural Health Review of Structural Health Monitoring Literature 1996-2001", No. LA-UR-02-2095, Los Alamos National Laboratory; USA.
|
13 |
Tang, J.P., Chiou, D.J., Chen, C.W., Chiang, W.L., Hsu, W.K., Chen, C.Y. and Liu, T.Y. (2011), "RETRACTED: A case study of damage detection in benchmark buildings using a Hilbert-Huang Transform-based method", J. Vib. Control, 17(4), 623-636. https://doi.org/10.117/1077546309360053
DOI
|
14 |
Than Soe, M. (2013), "Vibration-based finite element model updating and structural damage identification", Ph.D. Dissertation, University of Greenwich, London, United Kingdom.
|
15 |
Wang, Z. and Cha, Y.J. (2020), "Unsupervised deep learning approach using a deep auto-encoder with an one-class support vector machine to detect structural damage," Struct. Health Monitor., July, https://doi.org/10.1177/1475921720934051.
DOI
|
16 |
Hera, A. and Hou, Z. (2004), "Application of wavelet approach for ASCE structural health monitoring benchmark studies", J. Eng. Mech., 130(1), 96-104. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:1(96).
DOI
|
17 |
WenQin, H., Ying, L., AiJun, G. and Yuan, F.G. (2016), "Damage modes recognition and hilbert-huang transform analyses of CFRP laminates utilizing acoustic emission technique", Appl. Compos. Mater., 23(2), 155-178. https://doi.org/10.1007/s10443-015-9454-3.
DOI
|
18 |
Wu, J.R. and Li, Q.S. (2006), "Structural parameter identification and damage detection for a steel structure using a two-stage finite element model updating method", J. Construct. Steel Res., 62(3), 231-239. https://doi.org/10.1016/j.jcsr.2005.07.003.
DOI
|
19 |
Entezami, A., Shariatmadar, H. and Karamodin, A. (2019), "Data-driven damage diagnosis under environmental and operational variability by novel statistical pattern recognition methods", Struct. Health Monitor., 18(5-6), 1416-1443. https://doi.org/10.1177/1475921718800306.
DOI
|
20 |
Ghasemi, S.H. and Nowak, A.S. (2017), "Target reliability for bridges with consideration of ultimate limit state", Eng. Struct., 152, 226-237. https://doi.org/10.1016/j.engstruct.2017.09.012
DOI
|
21 |
Huang, N.E., Salvino, L.W., Nieh, Y.Y., Wang, G. and Chen, X. (2013), "HHT-based structural health monitoring", Health Assessment of Engineered Structures: Bridges, Buildings and Other Infrastructures, World Scientific, Singapore. 203-240. https://doi.org/10.1142/9789814439022_0008
|
22 |
Hou, Z. and Hera, A. (2002, June), "Progress of phase II study of the ASCE health monitoring benchmark data using wavelet approach", Proceedings of the 15th ASCE Engineering Mechanics Conference, Columbia University, New York, USA. 2-5.
|
23 |
Hsu, T.Y. and Loh, C.H. (2013), "A frequency response function change method for damage localization and quantification in a shear building underground excitation", Earthq. Eng. Struct. Dynam., 42(5), 653-668. https://doi.org/10.1002/eqe.2235
DOI
|
24 |
Huang, N.E. (2014), "Introduction to the Hilbert-Huang transform and its related mathematical problems", Hilbert-Huang Transform and its Applications, , World Scientific, Singapore. 1-26.
|
25 |
Huo, L.S., Li, X., Yang, Y.B. and Li, H.N. (2016), "Damage detection of structures for ambient loading based on cross correlation function amplitude and SVM", Shock Vib., 2016, https://doi.org/10.1155/2016/3989743.
DOI
|
26 |
Zhang, Y., Lian, J. and Liu, F. (2016), "An improved filtering method based on EEMD and wavelet-threshold for modal parameter identification of hydraulic structure", Mech. Syst. Signanl Process., 68, 316-329. https://doi.org/10.1016/j.ymssp.2015.06.020.
DOI
|
27 |
Yang, J.N., Lei, Y., Lin, S. and Huang, N. (2004), "Hilbert-Huang based approach for structural damage detection", J. Eng. Mech., 130(1), 85-95. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:1(85).
DOI
|
28 |
Yang, J.N., Lei, Y., Pan, S. and Huang, N. (2003), "System identification of linear structures based on Hilbert-Huang spectral analysis. Part 1: Normal modes", Earthq. Eng. Struct. Dynam., 32(9), 1443-1467. https://doi.org/10.1002/eqe.287.
DOI
|
29 |
Song, Z., Li, W., He, X. and Xie, D. (2019), "Free vibration analysis of beams with various interfaces by using a modified matched interface and boundary method", Struct. Eng. Mech., 72(1), 1-17. https://doi.org/10.12989/sem.2019.72.1.001
DOI
|
30 |
Ji, J., Qu, J., Chai, Y., Zhou, Y., Tang, Q. and Ren, H. (2018), "An algorithm for sensor fault diagnosis with EEMD-SVM", Transactions of the Institute of Measurement and Control, 40(6), 1746-1756. https://doi.org/10.1177%2F0142331217690579.
DOI
|
31 |
Kourehli, S.S. (2017), "Damage Diagnosis of Structures Using Modal Data and Static Response", Periodica Polytechnica Civil Eng., 61(1), 135-145. https://doi.org/10.3311/PPci.7646
DOI
|
32 |
Johnson, E.A., Lam, H.F., Katafygiotis, L.S. and Beck, J.L. (2004), "Phase I IASC-ASCE structural health monitoring benchmark problem using simulated data", J. Eng. Mech., 130(1), 3-15. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:1(3)
DOI
|
33 |
Johnson, E., Lam, H.F., Katafygiotis, L.S. and Beck, J.L. (2001), "A benchmark problem for structural health monitoring and damage detection", Struct. Control Civil Infrastruct. Eng., 317-324. https://doi.org/10.1142/9789812811707_0028.
DOI
|
34 |
Khosraviani, M. J. and Ghasemi, M. (2016, November), "Damage localization in beam-like structure under moving load by Empirical Mode Decomposition", Life-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure: Proceedings of the Fifth International Symposium on Life-Cycle Civil Engineering (IALCCE 2016), 291. Delft, The Netherlands, October.
|
35 |
Kourehli, S.S. (2018), "Prediction of unmeasured mode shapes and structural damage detection using least squares support vector machine", Struct. Monitor. Maintenance, 5(3), 379-390. https://doi.org/10.12989/smm.2018.5.3.379.
DOI
|
36 |
Kati, H.D. and Gokdag, H. (2018), "Vibration analysis of a Timoshenko beam carrying 3D tip mass by using differential transform method", Struct. Eng. Mech., 65(4), 381-388. http://dx.doi.org/10.12989/sem.2018.65.4.381.
DOI
|
37 |
Huston, D. (2010), Structural Sensing, Health Monitoring and Performance Evaluation, CRC Press, Florida, USA.
|
38 |
Nair, K.K., Kiremidjian, A.S. and Law, K.H. (2006), "Time series-based damage detection and localization algorithm with application to the ASCE benchmark structure", J. Sound Vib., 291(1-2), 349-368. https://doi.org/10.1016/j.jsv.2005.06.016.
DOI
|
39 |
Lam, H.F., Katafygiotis, L.S. and Mickleborough, N.C. (2004), "Application of a statistical model updating approach on phase I of the IASC-ASCE structural health monitoring benchmark study", J. Eng. Mech., 130(1), 34-48. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:1(34).
DOI
|
40 |
Melhem, H. and Kim, H. (2003), "Damage detection in concrete by Fourier and wavelet analyses", J. Eng. Mech., 129(5), 571-577. https://doi.org/10.1061/(ASCE)0733-9399(2003)129:5(571).
DOI
|
41 |
Nowak, A.S. and Collins, K.R. (2012), Reliability of Structures, CRC Press, Florida, USA.
|
42 |
Onat, O. (2019), "Fundamental vibration frequency prediction of historical masonry bridge", Struct. Eng. Mech., 69(2), 155-162. https://doi.org/10.12989/sem.2019.69.2.155.
DOI
|
43 |
Ogata, K. (1995), Discrete-time Control Systems, Vol. 2, Prentice Hall, Englewood Cliffs, NJ, USA.
|
44 |
Papoulis, A. (1977), Signal Analysis, Vol. 191, McGraw-Hill, NY, USA.
|
45 |
Pierdicca, A., Clementi, F., Maracci, D., Isidori, D. and Lenci, S. (2016), "Damage detection in a precast structure subjected to an earthquake: A numerical approach", Eng. Struct., 127, 447-458. https://doi.org/10.1016/j.engstruct.2016.08.058.
DOI
|
46 |
Piombo, B.A.D., Fasana, A., Marchesiello, S. and Ruzzene, M. (2000), "Modelling and identification of the dynamic response of a supported bridge", Mech. Syst. Signanl Process., 14(1), 75-89. https://doi.org/10.1006/mssp.1999.1266.
DOI
|