Please use this identifier to cite or link to this item:
標題: 扭轉耦合建築結構受震層間損壞指標
A Story Damage Index of Torsionally-Coupled Buildings Due to Earthquakes
作者: 楊淳皓
Yang, Chan-Hao
關鍵字: Damage Index;損壞指標;System Identification;Damage Assessment;系統識別;損壞評估
出版社: 土木工程學系所
引用: 1. McVerry, G.H., “Structural Identification in the Frequency Domain from Earthquake Records”, Earthquake Engineering and Structural Dynamics, Vol. 8, pp.166-180, 1980. 2. Beck, J.L., “System Identification Applied to Strong Motion Records from Structures”, Earthquake Ground and its Effect on Structures, AMD, ASME, Vol. 53, pp.109-133, 1983. 3. Li, Y. and Mau, S.T., “A Case Study of MIMO System Identification Applied to Building Seismic Records”, Earthquake Engineering and Structural Dynamics, Vol. 20, pp.1045-1064, 1991. 4. Luz, E. and Wallaschek, J., “Experiment Modal Analysis Using Ambient Vibration”, The International Journal of Analytical and Experimental Modal Analysis, Vol. 7, No. 1, pp.29-39, 1992. 5. Lus, H., Betti, R., and Longman R.W., “Identification of Linear Structural Systems Using Earthquake-Induced Vibration Data”, Earthquake Engineering and Structural Dynamics, Vol. 28, pp1449-1467, 1999. 6. Alvin, K.F. and Park, K.C., “Second-Order Structural Identification Procedure via State-Space-Based System Identification”, AIAA Journal, Vol. 32, No. 2, pp397-406, 1994. 7. Ljung, L., System Identification: Theory for the User, Prentice-Hall, Englewood Cliffs, NJ, 1987. 8. Juang, J.N., Applied System Identification, Prentice-Hall, Englewood Cliffs, NJ, 1994. 9. Juang, J-N., Phan, M., Horta, L.G., and Longman, R.W., “Identification of Observer/Kalman Filter Markov Parameters: Theory and Experiments”, Journal of Guidance, Control, and Dynamics, Vol. 16, No. 2, pp.320-329, 1993. 10. 楊濱毓,“高樓結構地震反應之系統識別-層間位移、基底剪力、傾倒彎矩”,國立台灣大學土木工程研究所碩士論文(羅俊雄教授指導),1997。 11. 盧志清,“鋼筋混凝土建築物模態參數之不確定性分析”,國立成功大學土木工程研究所碩士論文(洪李陵教授指導),1998。 12. Loh, C.H., Lin, H.M., “Application of Off-line and On-line Identification Techniques to Building Seismic Response Data”, Earthquake Engineering and Structural Dynamics, 25, 269-290, 1996. 13. Stewart, J.P., Seed, R.B. and Fenves, G.L., “Seismic Soil-Structure Interaction in Buildings. I: Analytical Methods”, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 125(1), 26-37, 1999. 14. Stewart, J.P., Seed, R.B. and Fenves, G.L., “ Seismic Soil-Structure Interaction in Buildings. II: Empirical Findings,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 125, No. 1, pp. 38-48, 1999. 15. Stewart, J.P., “Variations Between Foundation-Level and Free-Field Earthquake Ground Motions”, Earthquake Spectra, 16(2), 511-532, 2000. 16. Stewart, J.P. and Fenves, G.L., “System Identification for Evaluating Soil-Structure Interaction Effects in Buildings From Strong Motion Recordings”, Earthquake Engineering and Structural Dynamics, 27, 869-885, 1998. 17. Ueng, J.M., Lin, C.C., and Lin, P.L., “System Identification of Torsionally -Coupled Buildings”, Computers and Structures, 74, 667-686, 1999. 18. Lin, C.C., Ueng, J.M., Wu, K.C. and Tang, C.P., “Parametric Identification of Torsionally-Coupled Buildings from Earthquake Response Records”, The 2nd World Conference on Structural Control, 3, 2167-2176, Kyoto, Japan, 1998. 19. 林其璋、吳侑霖、王傑兒,“應用地震記錄之建築結構系統識別”,88年「電子計算機於土木水利工程應用」研討會論文集,Vol. 1,pp. 271-278,2000。 20. Elenas, A., and Meskouris, K., “Correlation Study Between Seismic Acceleration Parameters and Damage Indices of Structures”, Engineering Structures, 23, 698-704, 2001. 21. Park, Y.J., Ang, A. H.S., “Mechanistic Seismic Damage Model for Reinforced Concrete”, Journal of Structural Engineering, ASCE, 111(4), 722-739, 1985. 22. Allemang, R.J., and Brown, D.L., “A Correlation Coefficient for Modal Vector Analysis”, Proceedings of the International Modal Analysis Conference & Exhibit, 110-116, 1982. 23. Lieven, N.A.J., and Ewins, D.J., “Spatial Correlation of Mode Shapes, the Coordinate Modal Assurance Criterion (COMAC)”, Proceedings of the Sixth International Modal Analysis Conference, 690-695, 1988. 24. Pandey, A.K., Biswas, M., and Samman, M.M., “Damage Detection from Changes in Curvature Mode Shapes”, Journal of Sound and Vibration, 145, 321-332, 1991. 25. Pandey, A. K., Biswas, M., “Damage Detection in Structures using Changes in Flexibility”, Journal of Sound and Vibration, 169(1), 3-17, 1994. 26. Farrar, C.R., and Jauregui, D.A., “Comparative Study of Damage Identification Algorithms Applied to a Bridge”, Smart Materials and Structures, 7, 704-731, 1998. 27. Ndambi, J.M., Vantomme, J., and Harri, K., “Damage Assessment in Reinforced Concrete Beams Using Eigenfrequencies and Mode Shapes Drivatives”, Engineering Structures, 24, 501-515, 2002. 28. Brasiliano, A., Doz, G.N., and Brito, J.L.V., “Damage Identification in Continuous Beams and Frame Structures Using the Residual Error Method in the Movement Equation”, Nuclear Engineering and Design, 227, 1-17, 2004. 29. Kim, H.S., and Chun, Y.S., “Structural Damage Assessment of Building Structures Using Dynamic Experimental Data”, the Structural Design of Tall and Special Buildings, 13, 1-8, 2004. 30. Kim, J.T., Ryu, Y.S., Cho, H.M., and Stubbs, N., “Damage Identification in Beam-Type Structures: Frequency-Based Method vs Mode-Shape-Based Method”, Engineering Structures, 25, 57-67, 2003. 31. Ko, J.M., Sun, Z.G., and Ni, Y.Q., “Multi-Stage Identification Scheme for Detecting Damage in Cable-Sstayed Kap Shui Mun Bridge”, Engineering Structures, 24, 857-868, 2002. 32. Lin, C.C., Wang, C.E., Wu, H.W., and Wang, J. F., “On-Line Building Damage Assessment Based on Earthquake Records”, Smart Materials and Structures, 14, 137-153, 2005. 33. Wang, J.F., Lin, C.C., and Yen, S.M.,. “Story Damage Index of Seismically-Excited Buildings Based on Modal Parameters”,18th International Conference on Structural Mechanics in Reactor Technology (SMiRT 18), Beijing, China, 2005. 34. Ching, J.Y , Beck, J.L., “Two-Step Bayesian Structural Health Monitoring Approach for IASC-ASCE Phase II Simulated and Experimental Benchmark Studies,” Research Report of Earthquake Engineering Research Laboratory, California Institute of Technology, Report No. EERL 2003-02, Pasadena, California, 2003.

In this study, a story damage index (SDITC/ASDITC) for torsoinally-coupled buildings based on modal parameters was developed for evaluating the occurrence, location, and severity of building damage after earthquakes. During the calculation of this index, the change of center of rigidity can also be obtained, which effectively reveals the damage location in a particular story. Besides the verification through a numerical model, this damage index was also applied to the damage assessment of the Taitung Fire Department Building, which experienced severe structural damage during the Taitung earthquake at April 1, 2006. Through the SRIM identification technique based on the building measurements, the damage index was calculated to assess the damage of the building. Comparing with the visual inspections, it was evident that SDITC and ASDITC are useful to indicate the damage specifically.
其他識別: U0005-2408200615143000
Appears in Collections:土木工程學系所

Show full item record

Google ScholarTM


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.