Determining minimum analysis conditions of scale ratio change to evaluate modal damping ratio in long-span bridge |
Oh, Seungtaek
(School of Civil, Environmental and Architectural Engineering, Korea University)
Lee, Hoyeop (School of Civil, Environmental and Architectural Engineering, Korea University) Yhim, Sung-Soon (Department of Civil Engineering, University of Seoul) Lee, Hak-Eun (School of Civil, Environmental and Architectural Engineering, Korea University) Chun, Nakhyun (Structural & Seismic Tech. Group, KEPCO Research Institute) |
1 | Bartoli G., Contri S., Mannini C. and Righi M. (2009), "Toward an improvement in the identification of bridge deck flutter derivatives", J. Eng. Mech,-ASCE, 135(8), 771-785. DOI |
2 | Bogunovic Jakobsen, J. and Hjorth-Hansen, E. (1995), "Determination of the aerodynamic derivatives by a system identification method", J. Wind Eng. Ind. Aerod., 57(2-3), 295-305. DOI |
3 | Buckingham, E. (1914), "On physically similar systems; illustrations of the use of dimensional equations", Phys. Rev., 4(4), 345-376. DOI |
4 | Buckingham, E. (1915), "The principle of similitude", Nature, 96(2406), 396-397. |
5 | Chowdhury, A.G. and Sarkar, P.P. (2003), "A new technique for identification of eighteen flutter derivatives using a threedegree-of-freedom section model", Eng. Struct., 25(14), 1763-1772. DOI |
6 | Cho, S.J., Yun, C.B. and Sim, S.H. (2015), "Displacement estimation of bridge structures using data fusion of acceleration and strain measurement incorporating finite element model", Smart Struct. Syst., 15(3), 645-663. DOI |
7 | Chun, N.H. (2017), "Damping evaluation of aerodynamic bridge test model based on modified system identification method", Ph.D. Thesis, Korea University, Seoul, Republic of Korea. |
8 | Chun, N.H., Moon, J.H. and Lee, H.E. (2017), "Alternative numerical method for identification of flutter on free vibration", Wind Struct., 24(4), 351-365. DOI |
9 | Chu, P.C. and Fan, C. (1998), "A three-point combined compact difference scheme", J. Comput. Phys., 140(2), 370-399. DOI |
10 | Condon, J.J. and Ransom, S.M. (2016), Essential Radio Astronomy, Princeton University Press. |
11 | Craig, R.R. and Kurdila, A.J. (2006), Fundamentals of structural dynamics, John Wiley & Sons, Inc. |
12 | Ghilani, C.D. and Wolf, P.R. (2006), Adjustment computations: spatial data analysis, John Wiley and Sons, Inc. |
13 | Grenander, U. (1959), Probability and Statistics: The Harald Cramer Volume, Almqvist & Wiksell. |
14 | James, H.M., Ronald, W.S. and Mark, A.Y. (2003), Signal Processing First, Prentice Hall. |
15 | Juang, J.N. and Pappa, R.S. (1985), "An eigensystem realization algorithm for modal parameter identification and model reduction", J. Guid. Control Dynam., 8(5), 620-627. DOI |
16 | KSCE (Korean Society of Civil Engineers) (2006), Design guidelines for steel cable-supported bridges, Seoul, South Korea (in Korean). |
17 | Magalhaes, F., Cunha, A., Caetano, E. and Brincker, R (2010), "Damping estimation using free decays and ambient vibration tests", Mech. Syst. Signal Pr., 24(5), 1274-1290. DOI |
18 | Nagarajaiah, S. and Yang, Y.C. (2015), "Blind modal identification of output-only non-proportionally-damped structures by time-frequency complex independent component analysis", Smart Struct. Syst., 15(1), 81-97. DOI |
19 | Overscjee, P.V. and Moor, B.D. (1996), Subspace Identification for linear systems, Kluwer academic publishers. |
20 | Peeters, B. and Roeck, G.D. (2001), "Stochastic system identification for operational modal analysis: a review", J. Dyn. Syst. Meas. Control, 123(4), 659-667. DOI |
21 | Sarkar, P.P. (1992), "New-identification methods applied to the response of flexible bridges to wind", Ph.D. Thesis, MD: The Johns Hopkins University, Baltimore, US. |
22 | Simiu, E. and Scanlan, R.H. (1996), Wind effects on structures, 3rd Ed., New York, John Wiley & Sons. |