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NTIS 바로가기한국전산구조공학회논문집 = Journal of the computational structural engineering institute of Korea, v.21 no.6, 2008년, pp.615 - 632
이종재 (세종대학교 토목환경공학과) , 박영수 (세종대학교 토목환경공학과) , 윤정방 (한국과학기술원 건설 및 환경공학과) , 구기영 , 이진학 (한국해양연구원 연안개발연구본부)
The bridge health monitoring has become an important research topic in conjunction with damage assessment and safety evaluation of structures owing to the improvement of structural modeling techniques incorporating response measurements and the advancements in signal analysis and information process...
Abdel Wahab, M. M., De Hoeck, G. (1999) Damage detection in bridges using modal curvatures: Application to a real damage scenario, Journal of Sound and Vibration, 226(2), pp.217-235
Aoki, T., Ceravolo, R., De Stefano, A., Genovese, C., Sabia, D. (2002) Seismic vulnerability assessment of chemical plants through probabilistic neural networks, Reliability engineering & system safety, 77(3), pp.263-268
Bendat, J. S., Piersol, A. G. (1991) Random Data. Wiley
Brincker, R., Zhang, L., Andersen, P. (2000) Modal Identification from Ambient Responses using Frequency Domain Decomposition, International modal analysis conference, pp.625-630
Brincker, R., Zhang, L., Andersen, P. (2001) Modal identification of output-only systems using frequency domain decomposition, Smart Materials & Structures, 10, 441-445
Brownjohn, J. M. W., Xia, P. Q., Hao, H., Xia, Y. (2001) Civil structure condition assessment by FE model updating: - methodology and case studies, Finite elements in analysis and design : the international journal of applied finite elements and computer aided engineering, 37(10), pp.761-775
Chang, S. P., Jang, J. H., Kim, H. K., Chu, S. B. (1994) The Ambient Vibration Test on Actual bridge to Determine the Dynamic Characteristics of Suspension bridge, Journal of Korean Society of Steel Structures, 6(1), pp.193-202
Chen, J., Xu, Y. L. (2002) Identification of modal damping ratios of structures with closely spaced modal frequencies, Structural Engineering and Mechanics, 14(4), pp.417-434
Cho, H. N., Kang, K. K., Lee, S. C., Hur, C. K. (2002) Probabilistic neural network-based damage assessment for bridge structures, Journal of Korea Institute for Structural Maintenance Inspection, 6(5), pp.169-179
Chou, J. H., Ghaboussi, J. (2001) Genetic algorithm in structural damage detection, Computers and Structures, 79, pp.1335-1353
Cole, H. A. (1968) On-The-Line Analysis of Random Vibrations, AIAA Paper No. 68-288
Doebling, S. W., Farrar, C. R., Prime, M. B., Shevits, D. W. (1996) Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A literature review, Los Alamos National Laboratory report LA-I3070-MS
Gao, Y. (2005) Structural health monitoring strategies for smart sensor networks, Doctoral dissertation, University of Illinois at Urbana-Champaign
Giraldo, D., Dyke, S., Caicedo, J. (2006) Damage detection accommodating varying environmental conditions, Structural Health Monitoring-an International Journal, 5, pp.155-172
Heo, G., Lee, G., Choi, M., Lee, D. (2003) A 2-D Strain Energy Damage Detection Method Using Measured Data of No Original Analytical Model for Cable-Stayed Bridge, Journal of Korean Society of Civil Engineers, 23(4A), pp.657-663
Heo, G. H., Choi, M. Y. (2002) Optimal Sensor Allocation of Cable-Stayed Bridge for Health Monitoring, Journal of KSMI, 6(2), pp.145-155
Hjelmstad, K. D., Shin, S. (1997) Damage detection and assessment of structures from static response, Journal of Engineering Mechanics, ASCE, 126(6), pp.568-576
Hou, Z. N., M. , St. Amand, R. (2000) Wavelet-based approach for structural damage detection, Journal of Engineering Mechanics, ASCE, 126(7)
Huang, N. E., S. Zheng, S. R., Long, M. C., Wu, H., H. , Shih, Q., Zheng, N.-C., Yen, C. C., T'unng, Liu, M. H. (1998) The Empirical Mode Decomposition And Hilbert Spectrum For Nonlinear And Non-stationary Time Series Analysis, Proc. Roy. Soc Loud, A 454, pp.903-995
Ibrahim, S. R. (1977) Random decrement technique for modal identification of structures, Journal of Spacecraft and Rockets, 14(11), pp.696-700
Jang, J. E. (2005) Semiactive Control of Stay Cable Vibration Using MR Dampers. MS thesis, KAIST
Jang, S. A. (2003) A Comparative Study on Hilbert-Huang Transform and Wavelet Transform for Structural Damage Assessment, MS thesis, KAIST
Jlooiffe, I. T. (1986) Principal Component Analysis. Springer, New York
Juang, J. N. (1994) Applied System Identification, Prentice Hall, Inc., Englewood Cliffs
Jung, D. S., Kim, C. Y., Kim, N. S., Yoon, J. G. (2002) Estimation of Dynamic Characteristics of Namhae Suspension Bridge Using Ambient Vibration Test, Journal of Korean Society of Civil Engineers, 22(6A), pp.1501-1514
Kim, B., Park, J. (2008) Modal Parameter Extraction of Seohae Cable-stayed Bridge: II. Natural Frequency and Damping Ratio, Journal of Korean Society of Civil Engineers, 28(5A), pp.641-647
Kim, J. M., Lee, J. J., Ahn, S. S., Choi, J. S. (2008) A Vibration Exciter for Evaluating Cable Damping of a Cable-stayed Bridge, Advances in Science and Technology, 56, pp.206-211
Kim, J. T., Ryu, Y. S., Cho, H. M., Stubbs, N. (2003a) Damage Identification in Beam-Type Structures: Frequency-Based Method Vs Mode-Shape-Based Method, Engineering Structures, 25, pp.57-67
Kim, J. T., Stubb, N. (1995) Model uncertainty impact and damage-detection accuracy in plate girder, Journal of Structural Engineering, ASCE, 121(10), pp.1409-1417
Kim, J. T., Stubbs, N. (2002) Improved Damage Identification Method Based on Modal Information, Journal of Sound and Vibration, 252(2), p.223-238
Kim, J. T., Yun, C. B., Yi, J. H. (2003b) Temperature effects on frequency-based damage detection in plate-girder bridges, KSCE Journal of Civil Engineering, 7(6), pp.725-733
Ko, J. M., Sun, Z. G., Ni, Y. Q. (2002) Multi-stage identification scheme for detecting damage in cable-stayed Kap Shui Mun Bridge, Engineering Structures, 24, pp.857-868
Koo, K Y. (2008) Structural Health Monitoring Methods for Bridges Using Ambient Vibration and Impedance Measurements, Ph.D Thesis, Korea Advanced Institute of Science and Technology
Koo, K. Y., Yun, C. B. (2002) Unscented particle filter for time domain identification of nonlinear structural dynamic systems, Proceedings of the Int'l Conf. on Advances and New Challenges in Earthquake Engineering Research, Hong Kong, pp.555-562
Krzanowski, W. J. (2000) Principals of Multivariate Analysis-A User's Perspective, Revised ed ., Oxford University Press, Oxford
Kwon, S. J., Lim, D. H., Shin, S. (2004) Determination of Optimal Sensor Location for Modal System Identification, Journal of Korean Society of Civil Engineers, 24(1A), pp.177-183
Lee, H. S., Kim, Y. H., Park, C. J., Park, H. W. (1999) A New Spatial Regularization Scheme for the Identification of the Geometric Shape of an Inclusion in a Finite Bodies, Int. Journal for Numerical Meth. in Engrg., 46, pp.973-992
Lee, J. J., Koo, K. Y., Hong, J. Y., Yun, C. B. (2008) Remotely Controllable SHM System for a Concrete Box-girder Bridge, Advances in Science and Technology, 56, pp.339-344
Lee, J. J. L., Yun, C. B. (2006) Two-Step Approaches for Effective Bridge Health Monitoring, Structural Engineering and Mechanics, 23(1), pp.75-95
Lee, J. J. L., Yun, C. B. (2007) Damage Localization for Bridges Using Probabilistic Neural Networks, KSCE Journal of Civil Engineering, 11(2), pp.111-120
Lee, J. J., Lee, J. W., Yi, J. H., Yun, C. B., Jung, H. Y. (2005) Neural Networks-based Damage Detection for Bridges Considering Errors in Baseline Finite Element Models, J. of Sound and Vibration, 280, pp. 555-578
Lee, J. W., Kim, J. D., Yun, C. B., Yi, J. H., Shim, J. M. (2002) Health-monitoring method for bridges under ordinary traffic loadings, Journal of Sound and Vibration, 257(2), pp.247-264
Lee, S. Y. (2005) Nondestructive Damage Identification of Free Vibrating Thin Plate Structures Using Micro-Genetic Algorithms, Journal of Korean Society of Steel Structures, 17(2), pp.173-181
Levin, R. I., Lieven, N. A. J. (1998) dynamic finite element model updating using neural networks, Journal of Sound and Vibration, 210(5), pp.593-607
Li, Y. Y., Yam, L. H. (2001) Sensitivity analyses of sensor locations for vibration control and damage detection of thin-plate systems, Journal of Sound and Vibration, 240(4), pp.623-636
Loh, C., Chung, S. (1993) A Three-stage Identification Approach for Hysteretic Systems, Earthquake Engineering and Structural Dynamics, 22, pp.129-150
Loh, C., Lin, C., Huang, C. (2000) Time Domain Identification of Frames under Earthquake Loadings, Journal of Engineering Mechanics, ASCE, 126(7), pp.693-703
Lu, C. J., Hsu, Y. T. (2002) Vibration analysis of an inhomogeneous string for damage detection by wavelet transform, Int. Jour. of Mech. Sciences, 44, pp.745-754
Maia, N. M. M., Silva, J. M. M. (1997) Theoretical and Experimental Modal Analysis, Research Studies Press Lid., England
Mallat , S. (1998) A Wavelet tour of signal processing, Academic press
Muller, K. R., Smola, A., Ratsch, G., Seholkopf, B., Kohlmorgen, J., Vapnik, V. (1997) Predicting Time Series with Support Vector Machines, Proceedings of ICANN'97, Lausanne
Newland, D. E. (1999) Ridge and Rhase Identification in the Frequency Analysis of Transient Signals by Harmonic Wavelets, Jour. of. Vibration and Acoustics, ASME, 121(2), pp.149-155
Ni, Y. Q., Zhou, X. T., Ko, J. M., Wang, B. S. (2000) Vibration-based damage localization in Ting Kau Bridge using probabilistic neural network. Advances in Structural Dynamics, J.M. Ko and Y.L. Xu (eds.), Elsevier Science Ltd., Oxford, UK, II, pp.1069-1076
Otte, D., Van de Ponseele, P., Leuridan, J. (1990) operational shapes estimation as a function of dynamic loads, Proceedings of the 8th International Modal Analysis Conference, pp.413-421
Overschee, V. P., De Moor, B. (1996) Subspace Identification for Linear Systems, KIuwer Academic Publisher
Pandey, A. K., Biswas, M., Samman, M. M. (1991) Damage detection from changes in curvature mode shape, Journal of Sound and Vibration, Vol.145, pp.312-332
Park, G., Rutherford, A.C., Sohn, H., Farrar, C. R. (2003a) An outlier analysis framework for impedance-based structural health monitoring, Journal of Sound and Vibration, 35(6), pp.451-463
Park, H. W. (2003b) 정규화 기법을 이용한 구조물의 system identifications과 활용 사례들, Magazine of Computational Structural Engineering Institute of Korea, 16(1), pp.44-49
Park, H. W., Shin, S., Lee, H. S. (2001) Determination of an optimal regularization factor in system identification with Tikhonov regularization for linear elastic continua, International Journal for Numerical Methods in Engineering, 51, pp.1211-1230
Park, S., Lee, J. J., Yun, C. B., Inman, D. J. (2008) Electro-mechanical Impedance-based Structural Health Monitoring Using Principal Component Analysis and k-means Clustering, Journal of Intelligent Material Systems and Structures, 19(4), pp.509-520
Park, S. H., Yun, C. B., Roh, Y. R. L., J. J. (2006) PZT-based Active Damage Detection Techniques for Steel Bridge Components, Smart Mater. Struct, 15, pp.957-966
Park, S. Y. (2003c) Optimal Placement of Sensors for Damage Detection in a Structure and its Application, Journal of Earthquake Engineering Society of Korea, 7(4), pp.81-87
Quek, S. T., Wang, Q., Zhang, L., Ong, K. H. (2001) Practical issues in the detection of damage in beams using wavelets, Smart Materials and Structures, 10, pp.1009-1017
Rytter, A. (1993) Vibration based inspection of civil engineering, Ph.D. Dissertation. University of Aalborg, Denmark
Sampaio, R. P. C., Maia, N. M. M., Silva, J. M. M. (1999) Damage detection using the frequency response function curvature method, Journal of Sound and Vibration, 226(5), pp.1029-1042
Sato, T., Takei, K. (1997) Real time robust identification algorithm for structural systems with time-varying dynamic characteristics, Proc., SPIE's 4th Annu. Symp. On Smart Struct.. And Mat., SPIE
Shi, Z. Y., Law, S. S., Zhang, L. M. (1998) structural damage localization from modal strain energy change, Journal of Sound and Vibration, 218(5), pp.825-844
Sohn, H., Czarnecki, J. J., Farrar, C. R. (2000) Structural Health Monitoring Using Statistical Pattern Recognition Techniques, Journal of Engineering Mechanics, ASCE, 126(11), pp.1356-1363
Sohn H., A. D. W., Worden K. Farrar C. R. (2005) Structural Damage Classification Using Extreme Value Statistics, ASME Journal of Dynamic Systems, Measurement, and Control, 127(1), pp.125-132
Specht, D. F. (1990) Probabilistic neural networks, Neural Networks, 3, pp.109-118
Stetson, K. A., Harrison, I. R. (1981) Redesign of structural vibration modes by finite element inverse perturbation, Journal of Engineering for Power, ASME, 103, pp.319-325
Stubbs, N., Kim, J. T., Farrar, C. R. (1995) Field verification of a nondestructive damage localization and sensitivity estimator algorithm, Proceedings of the 13th International Modal Analysis Conference, pp.210-218
Vapnik, V. (1995) The Nature of Statistical Learning Theory, Springer Berlint (New York)
Vapnik, V. (1999) An overview of statistical learning theory. IEEE Transactions on neural networks, 10(5), pp.988-999
Worden, K. Manson, G., Fieller, N. J. (2000) Damage Detection Using Outlier Analysis, Journal of Sound and Vibration, 229, pp.647-667
Wu, X., Ghaboussi, J., Garret, J. H., Jr. (1992) Use of neural networks in detection of structural damage, Computers and Structures, 42(4), pp.649-659
Yang, J. N., Lei, Y. (2000) System Identification of Linear Structures Using Hilbert Transform and Empirical Mode Decomposition, Proceedings- Spie the International Society for Optical Engineering, 1, pp.213-219
Yao, G. C., Chang, K. C. Lee, G. C. (1992) Damage diagnosis of steel frames using vibrational signature analysis, Journal of Eng. Mech. ASCE, 118(9), pp.1949-1961
Ye, Q., Huang, Q., Gao, W., Zhao, D. (2005) Fast and robust text detection in images and video frames, Image and Vision Computing, 23(6), pp.565-576
Yi, J. H., Yun, C. B. (2002) Model Updating and Joint Damage Assessment for Frame Structures Using Structural Identification Techniques, Journal of Korean Society of Civil Engineers, 22(6A), pp.1271-1283
Yi, J. H., Yun, C. B. (2003) A Comparative Study on Modal Parameter Identification Methods without Input Excitation Information, Journal of Korean Society of Civil Engineers, 23(2A), pp.187-201
Yun, C. B., Lee, J. J., Kim, S. K. Kim, J. W. (2004a) Recent R&D Activities on Structural Health Monitoring for Civil Infra-Structures in Korea, KSCE Journal of Civil Engineering, 7(6), pp.637-652
Yun, C. B., Yi, J. H. Y., Lee, J. J. L., Lee, J. S. L., Jeon, G. H. J. (2004b) Modal based Structural Model Modification Using Genetic Algorithm, Journal of Computational Structural Engineering Institute, 17(4), pp.389-403
Yun, C., Shinozuka, M. (1980) Identification of Nonlinear Structural Dynamic Systems, Journal of Structural Mechanics, 8(2), pp.187-203
Yun, C. B., Bahng, E. Y. (2000) Substructural identification using neural networks, Computers and Structures, 77(1), pp.41-52
Yun, C. B., Hong, K. S. (1992) Damage assessment of structures by inverse modal perturbation method, Proceedings of the 4th East Asia-Pacific Conference on Structural Engineering and Construction, Seoul, Korea
Zhang, J., Sato, T., Iai, S. (2006) Support vector regression for on-line health monitoring of large-scale structures, Structural Safety, 28(4), pp.392-406
Zhang., R. R., Ma., S. (2001) HHT Analysis of Earthquake Motion Recordings and its Implications to Simulation of Ground Motion, Monte Carlo Simulation, pp.483-490
Zou, J., Chen, J., Pu, Y. P., Zhong, P. (2002) On the wavelet time-frequency analysis algorithm in identification of a cracked rotor, Jour. of strain analysis, 37(3), pp.239-246
Zou, J., Chen, J., Pu, Y. P. Zhong, P. (2002) On the wavelet time-frequency analysis algorithm in identification of a cracked rotor, Journal of Strain Analysis, 37(3), pp.239-246
Zou, Y., Tong, L. Steven, G. P. (2000) Vibrationbased model-dependent damage (delamination) identification and health monitoring for composite structures-A review, Journal of Sound and Vibration, 230(2), pp.357-378
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