1 Cheng, M., "Yingxian wooden tower" Cultural Relic Press 1966
2 Cao S., "Wind characteristics of a strong typhoon" 97 (97): 11-21, 2009
3 Chern-Hwa Chen, "The influence of model surface roughness on wind loads of the RC chimney by comparing the full-scale measurements and wind tunnel simulations" 한국풍공학회 16 (16): 137-156, 2013
4 Huang, N. E., "The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis" 454 (454): 903-995, 1998
5 Pines, D., "Structural health monitoring using empirical mode decomposition and the Hilbert phase" 294 (294): 97-124, 2006
6 Peeters, B., "Stochastic system identification for operational modal analysis: A review" 123 (123): 659-667, 2001
7 Ibrahim, S. R., "Random decrement technique for modal identification of structure" 14 (14): 696-700, 1977
8 Solari, G., "Probabilistic 3-D turbulence for gust buffeting of structures" 16 (16): 73-86, 2001
9 Tadeusz Chmielewski, "Monitoring of tall slender structures by GPS measurements" 한국풍공학회 12 (12): 401-412, 2009
10 Shi, W., "Modal identification of Shanghai World Financial Center both from free and ambient vibration response" 3 : 14-26, 2012
1 Cheng, M., "Yingxian wooden tower" Cultural Relic Press 1966
2 Cao S., "Wind characteristics of a strong typhoon" 97 (97): 11-21, 2009
3 Chern-Hwa Chen, "The influence of model surface roughness on wind loads of the RC chimney by comparing the full-scale measurements and wind tunnel simulations" 한국풍공학회 16 (16): 137-156, 2013
4 Huang, N. E., "The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis" 454 (454): 903-995, 1998
5 Pines, D., "Structural health monitoring using empirical mode decomposition and the Hilbert phase" 294 (294): 97-124, 2006
6 Peeters, B., "Stochastic system identification for operational modal analysis: A review" 123 (123): 659-667, 2001
7 Ibrahim, S. R., "Random decrement technique for modal identification of structure" 14 (14): 696-700, 1977
8 Solari, G., "Probabilistic 3-D turbulence for gust buffeting of structures" 16 (16): 73-86, 2001
9 Tadeusz Chmielewski, "Monitoring of tall slender structures by GPS measurements" 한국풍공학회 12 (12): 401-412, 2009
10 Shi, W., "Modal identification of Shanghai World Financial Center both from free and ambient vibration response" 3 : 14-26, 2012
11 Tamura, Y., "Measurement of wind-induced response of buildings using RTK-GPS" 90 (90): 1783-1793, 2002
12 Kwok, K.C.S., "Full-scale measurements of wind-induced acceleration response of Sydney Tower" 12 : 153-162, 1990
13 Stathopoulos, T., "Full-scale measurements of wind pressures on flat roof corners" 36 (36): 1063-1071, 1990
14 Li, Q. S., "Full-scale measurements of wind effects on the Jin Mao building" 95 : 445-466, 2007
15 Fu, J. Y., "Field measurements of boundary layer wind characteristics and wind-induced responses of super-tall buildings" 96 : 1332-1358, 2008
16 John H. G. M., "Evaluation of buffeting predictions of a cable-stayed bridge from full-scale measurements" 91 (91): 1465-1483, 2003
17 Yu D.J., "EMD-based stochastic subspace identification of structures from operational vibration measurements" 27 (27): 1741-1751, 2005
18 Roveri, N., "Damage detection in structures under traveling loads by Hilbert–Huang transform" 28 : 128-144, 2012
19 Li, T., "Appraisal on the structure on the Yingxian wooden tower" 38 (38): 51-58, 2005
20 Caracoglia, L., "Analysis of full-scale wind and pressure measurements on a low-rise building" 97 : 157-173, 2009
21 Alicioglu, B., "Ambient vibration analysis with subspace methods and automated mode selection : case studies" 134 : 1016-1029, 2008