Performance Evaluation of TMD under Typhoon Using System Identification and Inverse Wind Load Estimation

Computer-Aided Civil and Infrastructure Engineering

Volumn 27, Issue 6, 2012, Pages 455-473

  Kang, Namcheol ^a   Kim, Hongjin ^a   Choi, Sunyoung ^b   Jo, Seongwoo ^b   Hwang, Jae Seung ^c   Yu, Eunjong ^d  

^a Kyungpook National University   (South Korea)

^b POSCO   (South Korea)

^c Chonnam National University   (South Korea)

^d Hanyang University   (South Korea)

Author keywords

[No Author keywords available]

Indexed keywords

BUILDING ACCELERATION; DATA LOGGING SYSTEMS; DYNAMIC PROPERTY; INTERNET BASED; MONITORING SYSTEM; PEAK WIND SPEED; PERFORMANCE EVALUATION; STEEL BUILDINGS; TUNED MASS DAMPERS; VIBRATION REDUCTIONS; WIND LOAD;

AERODYNAMIC LOADS; ANEMOMETERS; BUILDINGS; LOADS (FORCES); WIND STRESS;

HURRICANES;

BUILDING; DAMPING; DYNAMIC PROPERTY; IDENTIFICATION METHOD; KALMAN FILTER; LOADING; MONITORING SYSTEM; PERFORMANCE ASSESSMENT; RESPONSE ANALYSIS; STEEL STRUCTURE; TYPHOON; VIBRATION; WIND VELOCITY;

INCHEON [SOUTH KOREA]; SOUTH KOREA;

EID: 84862797806     PISSN: 10939687     EISSN: 14678667     Source Type: Journal    
DOI: 10.1111/j.1467-8667.2011.00755.x     Document Type: Article

References (40)

1. Adeli, H. & Saleh, A. (1997), Optimal control of adaptive/smart bridge structures, Journal of Structural Engineering, 123(2), 218-26.
2. Adeli, H. & Saleh, A. (1998), Integrated structural/control optimization of large adaptive/smart structures, International Journal of Solids and Structures, 35(28-29), 3815-30.
3. Adewuyi, A.P. & Wu, Z. (2011), Vibration-based damage localization in flexural structures using normalized modal macrostrain techniques from limited measurements, Computer-Aided Civil and Infrastructure Engineering, 26(3), 154-72.
4. Architectural Institute of Japan (AIJ) (2004), Guidelines for the Evaluation of Habitability to Building Vibration, Tokyo, Japan.
5. Bocca, M., Eriksson, L. M., Mahmood, A. Jäntti, R. & Kullaa, J. (2011), A synchronized wireless sensor network for experimental modal analysis in structural health monitoring, Computer-Aided Civil and Infrastructure Engineering, 26(7), 483-99.
6. Cho, B.-H., Jo, J.-S., Joo, S.-J. & Kim, H. (2011), Dynamic parameter identification of secondary mass dampers based on full-scale tests, Computer-Aided Civil and Infrastructure Engineering, doi:.
7. Den Hartog, J. P. (1956), Mechanical Vibrations, McGraw-Hill, New York.
8. Fisco, N.R. & Adeli, H. (2011a), Smart structures: part I-active and semi-active control, Scientia Iranica - Transaction A: Civil Engineering, 18(3), 275-84.
9. Fisco, N.R. & Adeli, H. (2011b) Smart structures: part II-hybrid control systems and control strategies, Scientia Iranica - Transaction A: Civil Engineering, 18(3), 285-95.
10. Furuta, K., Sano, A. & Atherton, D. (1988), State Variable Methods in Automatic Control, Wiley & Sons, New York.
11. Gangone, M. V., Whelan, M. J. & Janoyan, K. D. (2011), Wireless monitoring of a multi-span bridge superstructure for diagnostic load testing and system identification, Computer-Aided Civil and Infrastructure Engineering, 26(7), 560-79.
12. Ghorbani-Tanha, A. K., Noorzad, A. & Rahimian, M. (2008), Mitigation of wind-induced motion of Milad Tower by tuned mass damper, The Structural Design of Tall and Special Buildings, 18(4), 371-85.
13. Grewal, M. S. & Andrews, A. P. (2008), Kalman Filtering: Theory and Practice Using Matlab, Wiley-IEEE Press, New York.
14. Ha, Y.-C., Kil, Y.-S., & Kim, D.-W. (2006), Empirical formulae for estimating the across-wind force of rectangular tall buildings, Journal of the Architectural Institute of Korea, 22(2), 83-90.
15. Hazra, B., Sadhu, A., Roffel, A. J. & Narasimhan, S. (2011), Hybrid time-frequency blind source separation towards ambient system identification of structures, Computer-Aided Civil and Infrastructure Engineering, doi:.
16. He, X., Moaveni, B., Conte, J P., Elgamal, Masri, S.F. (2008), Modal identification study of Vincent Thomas Bridge using simulated wind-induced ambient vibration data, Computer-Aided Civil and Infrastructure Engineering, 23(5), 373-88.
17. Hwang, J.-S., Kareem, A. & Kim, H. (2011), Wind load identification using wind tunnel test data by inverse analysis, Journal of Wind Engineering and Industrial Aerodynamics, 99(1), 18-26.
18. Hwang, J.-S., Kareem, A. & Kim, W.-J. (2009), Estimation of modal loads using structural response, Journal of Sound and Vibration, 326(3-5), 522-39.
19. Irwin, P. A. (2009), Wind engineering challenges of the new generation of super-tall buildings, Journal of Wind Engineering and Industrial Aerodynamics, 97(7-8), 328-34.
20. Jiang, X. & Adeli, H. (2005), Dynamic wavelet neural network for nonlinear identification of highrise buildings, Computer-Aided Civil and Infrastructure Engineering, 20(5), 316-30.
21. Jiang, X. & Adeli, H. (2008a), Dynamic fuzzy wavelet neuroemulator for nonlinear control of irregular highrise building structures, International Journal for Numerical Methods in Engineering, 74(7), 1045-66.
22. Jiang, X. & Adeli, H. (2008b), Neuro-genetic algorithm for nonlinear active control of highrise buildings, International Journal for Numerical Methods in Engineering, 75(7), 770-86.
23. Jiang, X., Mahadevan, S. & Adeli, H. (2007), Bayesian wavelet packet denoising for structural system identification, Structural Control and Health Monitoring, 14(2), 333-56.
24. Kim, H. & Adeli, H. (2004), Hybrid feedback-least mean square algorithm for structural control, Journal of Structural Engineering, 130(1), 120-27.
25. Kim, H. & Adeli, H. (2005a), Hybrid control of smart structures using a novel wavelet-based algorithm, Computer-Aided Civil and Infrastructure Engineering, 20(1), 7-22.
26. Kim, H. & Adeli, H. (2005b), Wavelet hybrid feedback-LMS algorithm for robust control of cable-stayed bridges, Journal of Bridge Engineering, 10(2), 116-23.
27. Kim, H. & Adeli, H. (2005c), Hybrid control of irregular steel highrise building structures under seismic excitations, International Journal for Numerical Methods in Engineering, 63(12), 1757-74.
28. Kim, H. & Adeli, H. (2005d), Wind-induced motion control of 76-story benchmark building using the hybrid damper-tuned liquid column damper system, Journal of Structural Engineering, 131(12), 1794-1802.
29. Law, S. S., Bu, J. Q. & Zhu, X. Q. (2005), Time-varying wind load identification from structural responses, Engineering Structures, 27(10), 1586-98.
30. Ljung, L. (1999), System Identification-Theory for the User, PTR Prentice Hall, Upper Saddle River, NJ.
31. Marano, G. C., Quaranta, G. & Monti, G. (2011), Modified genetic algorithm for the dynamic identification of structural systems using incomplete measurements, Computer-Aided Civil and Infrastructure Engineering, 26(2), 92-110.
32. Nagashima, I., Maseki, P., Asami, Y., Hirai, J. & Abiru, H. (2001), Performance of hybrid mass damper system applied to a 36-story high-rise building, Earthquake Engineering and Structural Dynamics, 30(11), 1615-37.
33. Peeters, B. & De Roeck, G. (1999), Reference-based stochastic subspace identification for output-only modal analysis, Mechanical Systems and Signal Processing, 13(6), 855-78.
34. Rana, R. & Soong, T. T. (1998), Parametric study and simplified design of tuned mass dampers, Engineering Structures, 20(3), 193-204.
35. Saleh, A. & Adeli, H. (1994), Parallel algorithms for integrated structural and control optimization, Journal of Aerospace Engineering, 7(3), 297-314.
36. Saleh, A. & Adeli, H. (1996), Parallel eigenvalue algorithms for large-scale control-optimization problems, Journal of Aerospace Engineering, ASCE, 9(3), 70-79.
37. Saleh, A. & Adeli, H. (1997), Robust parallel algorithms for solution of the Riccati equation, Journal of Aerospace Engineering, 10(3), 126-33.
38. Schoefs, F., Yáñez-Godoy, H. & Lanata, F. (2011), Polynomial chaos representation for identification of mechanical characteristics of instrumented structures, Computer-Aided Civil and Infrastructure Engineering, 26(3), 173-89.
39. Shinozuka, M., Yun, C.-B. & Seya, H. (1990), Stochastic methods in wind engineering, Journal of Wind Engineering and Industrial Aerodynamics, 36(2), 829-43.
40. Talebinejad, I., Fischer, C. & Ansari, F. (2011), Numerical evaluation of vibration based methods for damage assessment of cable stayed bridges, Computer-Aided Civil and Infrastructure Engineering, 26(3), 239-51.