참고문헌 (41)

1. Arora, J.S. (2007), Optimization of Structural and Mechanical Systems, World Scientific Publishing Co. Pte. Ltd, Singapore. 

2. Ansys (2017), Mechanical Release http://www.ansys.com/ 

3. Asami, T., Nishihara, O. and Baz, A.M. (2002), "Analytical solutions to $H{\infty}$ and H2 optimization of dynamic vibration absorbers attached to damped linear systems", J. Vib. Acoust., 124(2), 284-295. 

   상세보기

4. Bekdas, G. and Nigdeli, S.M. (2011), "Estimating optimum parameters of tuned mass dampers using harmony search", Eng. Struct., 33(9), 2716-2723. 

   상세보기

5. Bortoluzzi, D., Casciati, S., Elia, l. and Faravelli, L. (2015), "Design of a TMD solution to mitigate wind-induced local vibrations in an existing timber footbridge", Smart Struct. Syst., 16(3), 459-478. 

   상세보기

6. Bucher, C. (2009), Computational Analysis of Randomness in Structural Mechanics, CRC Press Taylor & Francis Group, London, United Kingdom. 

7. Butz, C.H., Heinemeyer, C.H.; Goldack, A., Keil, A., Lukic, M., Caetano, E. and Cunha, A. (2007), "Advanced Load Models for Synchronous Pedestrian Excitation and Optimised Design Guidelines for Steel Footbridges (SYNPEX)". RFCS-Research Project RFS-CR-03019. 

8. Caetano, E., Cunha, A., Magalhaes, F. and Moutinho, C. (2010), "Studies for controlling human-induced vibration of the Pedro e Ines footbridge, Portugal. Part 2: Implementation of tuned mass dampers", Eng. Struct., 32(4), 1082-1091. 

   상세보기

9. Caetano, E., Cunha, A., Raoul, J. and Hoorpah, W. (2009), Footbridge Vibration Design, CRC Press Taylor and Francis Group, Leuden, The Netherlands. 

10. Casciati, S. (2016), "Human induced vibration vs. cable-stay footbridge deterioration", Smart Struct. Syst., 18(1), 17-29. 

    상세보기

11. Casciati, S., Chassiakos, A.G. and Masri, S.F. (2014), "Toward a paradigm for civil structural control", Smart Struct. Syst., 14 (5), 981-1004. 

    상세보기

12. Clough, R.W. and Penzien, J. (1993), Dynamics of structures, McGraw-Hill Book Company, New York, United States. 

13. Connor, J. (2003), Introduction to Structural Motion Control, Prentice Hall, Pearson Education, Inc., New Jersey, United States. 

14. Crandall, S.H. and Mark, W.D. (1963), Random Vibration in Mechanical Systems, Academic Press, New York, United States. 

15. Dallard, P., Fitzpatrick, A.J., Le Bourva, S., Low, A., Smith, R., Wilford, M. and Flint, A. (2001), "The London Millenium Footbridge", Struct. Engineer, 79(22), 17-33. 

16. Den Hartog, J.P. (1956), Mechanical Vibrations, 4th ed., McGraw-Hill, New York, United States. 

17. Engen, M., Hendriks, M., Kohler, J., O verli, J.A. and A ldstedt, E. (2017), "A quantification of the modelling uncertainty of nonlinear finite element analyses of large concrete structures", Struct. Saf., 64: 1-8. 

    상세보기

18. Hu, W.H., Caetano, E. and Cunha, A. (2013), "Structural health monitoring of a stress-ribbon footbridge", Eng. Struct., 57: 578-593. 

    상세보기

19. Jimenez-Alonso J.F. and Saez, A. (2017a), "Motion-based design of a slender steel footbridge and assessment of its dynamic behaviour", Int. J.Steel Struct., 17(4), 1459-1470. 

    상세보기

20. Jimenez-Alonso J.F. and Saez, A. (2017b), "Robust optimum design of TMDs to mitigate pedestrian induced vibrations using multi-objective genetic algorithms", Struct. Eng. Int., 4,492-501. 

21. Koh Ghee, C. and Perry, M.C. (2010), Structural Identification and Damage Detection using Genetic Algorithms, CRC Press, Taylor and Francis Group, London, United Kingdom. 

22. Liang, Q.Q. (2007), "Performance-based optimization: A review", Adv. Struct. Eng., 10(6), 739-753. 

    상세보기

23. Lievens, K., Lombaert, G., De Roeck, G. and Van den Broeck, P. (2016), "Robust design of a TMD for the vibration serviceability of a footbridge", Eng. Struct., 123, 408-418. 

    상세보기

24. Marano, G.C. and Cuaranta, G. (2009), "Robust optimum criteria for tuned mass dampers in fuzzy environments", Appl. Soft Comput., 9(4), 1232-1243. 

    상세보기

25. Marano, G.C., Greco, R. and Sgobba, S. (2010), "A comparison between different robust optimum design approaches: Application to tuned mass dampers", Probabilist. Eng. Mech., 25(1), 108-118. 

    상세보기

26. Matlab, R. (2017), http://www.mathworks.com/. 

27. Mirzai, N.M., Zahrai, S.M. and Bozorgi, F. (2017), "Proposing optimum parameters of TMDs using GSA and PSO algorithms for drift reduction and uniformity", Struct. Eng. Mech., 63(2), 147-160. 

28. Nagarajaiah, S. and Jung, H.J. (2014), "Smart tuned mass dampers: Recent developments", Smart Struct. Syst., 13(2), 173-176. 

    상세보기

29. Nocedal, J. and Wright, S.J. (1999), Numerical Optimization, Springer, New York, United States. 

30. Ramezani, M., Akbar Bathaei, A. and Seyed Mehdi Zahrai, S.M (2017), "Designing fuzzy systems for optimal parameters of TMDs to reduce seismic response of tall buildings", Smart Struct. Syst., 19(3), 269-277. 

    상세보기

31. Salvi, J. and Rizzi, E. (2016), "Closed-form optimum tuning formulas for passive Tuned Mass Dampers under benchmark excitations", Smart Struct. Syst., 17(2), 231-256. 

    상세보기

32. Setra (2006), Guide methodologique passerelles pietonnes (Technical Guide Footbridges: Assessment of vibration behaviour of footbridge under pedestrian loading). 

33. Soong, T.T. and Costantinou M.C. (1994), Passive and active control structural vibration control in civil engineering, Springer, State University of New York at Buffalo. Buffalo, United States. 

34. Soria J.M., Diaz I, Garcia-Palacios, J. and Iban N. (2016), "Vibration monitoring of a steel-plated stress-ribbon footbridge: uncertainties in the modal estimation", J. Bridge Eng. - ASCE, 21(8), C5015002. 

    상세보기

35. Van Nimmen, K., Verbeke, P., Lombaert, G. and De Roeck, G. (2016), "Numerical and experimental evaluation of the dynamic performance of a footbridge with tuned mass dampers", J. Bridge Eng. - ASCE, 21(8), C4016001. 

    상세보기

36. Venuti, F.V., Racic, V. and Corbetta, A. (2016), "Modelling framework for dynamic interaction between multiple pedestrians and vertical vibrations of footbridges", J. Sound Vib., 379, 245-263. 

    상세보기

37. Wang, X., Gao, X.Z. and Zenger, K. (2015), An Introduction to Harmony Search Optimization Method, SpringerBriefs in Applied Sciences and Technology, Dordrecht, The Netherlands. 

38. Wang, Z. and Chen, W. (2017), "Confidence-based adaptive extreme response surface for time-variant reliability analysis under random excitation", Struct. Saf., 64, 76-86. 

    상세보기

39. Weber, F., Feltrin, G. and Hult, O. (2006), Guidelines for structural control, Structural Engineering Research Laboratory, Swiss Federal Laboratories for Materials Testing and Research, Dubendorf, Switzerland. 

40. Zang C., Friswell M.I. and Mottershead J.E. (2005), "A review of robust optimal design and its application in dynamics", Comput. Struct., 83, 315-326. 

    상세보기

41. Zivanovic, S., Pavic A. and Reynolds P. (2007), "Finite element modelling and updating of a lively footbridge: The complete process", Eng. Struct., 301(1-2), 126-145.