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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)

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  3. 2021-12 (Vol.25 No.6)
  4. 10.11112/jksmi.2021.25.6.12
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References

1 
Housner, G. W., Bergman, L. A., Caughey, T. K., Chassiakos, A. G., Claus, R. O., Masri, S. F., Skelton, R. E., Soong, T. T., Spencer, B. H., Yao, T. P. (1997), Structural control : Past, Present, and Future, Journal of Engineering Mechanics, ASCE, 123(9), 897-971.DOI
2 
Lim, Q., Fan, J., Nie, J., Li, Q., Chen, Y. (2010), Crowd-induced random vibration of footbridge and vibration control using multiple tuned mass dampers, Journal of Sound and Vibration, 329(19), 4068-4092.DOI
3 
Banerji, P., Samanta, A. (2011), Earthquake vibration control of structures using hybrid mass liquid damper, Engineering Structures, 33(4), 1291-1301.DOI
4 
Kwon, Y. R., Choi, K. K. (2003), Study on the Vibration Control of Footbridge by Using Tuned Mass Damper(TMD, Journal of the Earthquake Engineering Society of Korea, 7(6), 9-15.DOI
5 
Robert J. McNamara, (1977), Tuned Mass Dampers for Buildings, Journal of Structural Division, ASCE, 103(9), 1785-1798.DOI
6 
Kang, J. W., Kim, G. C., Kim, H. S. (2010), Seismic Control of Arch Structures using Semi-active TMD, Journal of the Korean Association for Spatial Structures, 10(1), 103-110.URL
7 
Kwon, H. C., Kim, M. C., Lee, J. H., Lee, I. W. (1996), Vibration Control of Bridges under Moving Loads, , 16(1-3), 271-281.DOI
8 
Debnath, N., Deb, S. K., Dutta, A. (2016), Multi-modal vibration control of truss bridges with tuned mass dampers under general loading, Journal of Vibration and Control, 22(20), 4121-4140.DOI
9 
Min, K. W., Lee, Y. U. (1995), Free Vibration of Torsionally- coupled Buildings with Tuned Mass Dampers, Journal of the Architectural Instutute of Korea, 11(12), 245-251.Google Search
10 
Den Hartog, J. P. (1956), Mechanical Vibrations, McGraw-Hill, New York., -.URL
11 
Kim, H. J., Choi, S. Y., Jo, S. W., Hwang, J. S., Yu, E. J. (2011), Wind Response Monitoring of a Building with TMD, Journal of the Architectural Institute of Korea Structure&Construction, 27(12), 83-90.Google Search
12 
Park, K. S., Koh, H. M., Park, W. S., Ok, S. Y. (2002), Optimal Design of Multiple Tuned Mass Damper Considering Model Uncertainly of Structural System, Journal of Korean Society of Civil Engineers, 22(3a), 533-543.Google Search
13 
Abe., M., Fujino, Y. (1994), Dynamic characterization of multiple tuned mass dampers and some design formulas, Earthquake Engineering and Structural Dynamics, 23(8), 813-835.DOI
14 
Kareem, A., vKline, S. (1995), Performance of Multiple Mass Dampers under Random Loading”, Journal of Structural Engineering, 121(2), 349-361.DOI
15 
Hayashikawa, T., Watanabe, N. (1981), Dynamic Behavior of Continuous Beams with Moving Loads, Journal of Engineering Mechanics Division, 107(1), 229-246.DOI
16 
Gu, M., Chen, S. R., Chang , CC. (2001), Parametric study on multiple tuend mass dampers for buffeting control of Yangpu Bridge, Journal of Wind Engineering and Industrial Aerodynamics, 89(11-12), 987-1000.DOI
17 
Nishitani, A., Inoue, Y. (2001), Overview of application of active/semiactive control to building structures in japan, Earthquake Engineering and Structural Dynamics, 30(11), 1565-1574.DOI