1 |
Brincker, R., Frandsen, J.B. and Andersen, P. (2000), "Ambient response analysis of the Great Belt Bridge", Proceedings of the International Modal Analysis Conference-IMAC, San Antonio, February.
|
2 |
Dohler, M., Hille, F. Mevel, L. and Rucker, W. (2014), "Structural health monitoring with statistical methods during progressive damage test of S101 Bridge", Eng. Struct., 69, 183-193.
DOI
|
3 |
Ge, Y.J., Yang, Y.X. and Cao, F.C. (2011), "Vortex shedding and its induced vibration of Xihoumen Suspension Bridge with twin box girder based on wind tunnel model testing and field measurement", Proceeding of the 13th International Conference on Wind Engineering, Amsterdam, July.
|
4 |
Katsuchi, H., Yamada, H., Hata, K. and Kusuhara, S. (2004), "Full-scale Monitoring of Akashi-Kaikyo Bridge", Proceedings of the 3rd China-Japan-US Symposium on Health Monitoring and Control of Structures, Dalian, October.
|
5 |
Katsuchi, H., Yamada, H. and Kusuhara, S. (2006), "Modal-damping Identification of Akashi Kaikyo Bridge by Wavelet Screening", Proceedings of 4th China-Japan-US Symposium on Structural Control and Monitoring, Hangzhou, October.
|
6 |
Laima, S.J., Li, H., Chen, W.L. and Li, F.C. (2013), "Investigation and control of vortex-induced vibration of twin box girders", J. Fluids Struct., 39, 205-221.
DOI
|
7 |
Li, H., Laima, S.J., Ou, J.P., Zhao, X.F., Zhou, W.S., Yu, Y., Li, N. and Liu, Z.Q. (2011), "Investigation of vortex-induced vibration of a suspension bridge with two separated steel box girders based on field measurements", Eng. Struct., 33(6), 1894-1907.
DOI
|
8 |
Li, H., Laima, S.J., Zhang, Q.Q., Li, N. and Liu, Z.Q. (2014), "Field monitoring and validation of vortex-induced vibrations of a long-span suspension bridge", J. Wind Eng. Ind. Aerod., 124, 54-67.
DOI
|
9 |
Ma, T.T. and Ge, Y.J. (2014), "Uncertainty effects of structural FE model and turbulent wind loading on bridge buffeting response", J. Struct. Eng. (India), 41(1), 1-10.
|
10 |
Magalhaes, F., Cunha, A. and Caetano, E. (2008), "Dynamic monitoring of a long span arch bridge", Eng. Struct., 30(11), 3034-3044.
DOI
|
11 |
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
|
12 |
Sun, Y.G., Li, M.S. and Liao, H.L. (2013), "Investigation on vortex-induced vibration of a suspension bridge using section and full aeroelastic wind tunnel tests", Wind Struct., 17(6), 565-587.
DOI
|
13 |
Yang, Y.X. and Ge, Y.J. (2012), "Vortex-induced vibration and aerodynamic countermeasures for long-span cable-supported bridges with twin box girder", Proceedings of the 18th IABSE Congress, Seoul, September.
|
14 |
Tanaka, H. (1998),Wind Engineering. University of Ottawa.
|
15 |
Wang, H., Li, A.Q. and Li, J. (2010), "Progressive finite element model calibration of a long-span suspension bridge based on ambient vibration and static measurements", Eng. Struct., 32, 2546-2556.
DOI
|
16 |
Wilson J.C. and Gravelle W. (1991), "Modeling of a cable-stayed bridge for dynamic analysis", Earthq. Eng. Struct. D., 20(8), 707-721.
DOI
|
17 |
Zhang, Z.T., Ge, Y.J. and Chen, Z.Q. (2014), "Vortex-induced oscillations of bridges: theoretical linkages between sectional model tests and full bridge responses", Wind Struct., 19(3), 233-247.
DOI
|
18 |
Zhu, L.D., Xiang, H.F. and Xu, Y.L. (2000), "Triple-girder model for modal analysis of cable-stayed bridges with warping effect", Eng. Struct., 22(10), 1313-1323.
DOI
|