과제정보
The research described in this paper was financially supported by the National Natural Science Foundation of China (No. 51408042). The authors wish to express their gratitude to the sponsors.
참고문헌
- Bai, H., Li, R., Xu, G. and Kareem, A. (2020), "Aerodynamic performance of II-shaped composite deck cable-stayed bridges including VIV mitigation measures", J. Wind Eng. Ind. Aerod., 208, 104451. https://doi.org/10.1016/j.jweia.2020.104451.
- Cheng, J., Cai, C.S., Xiao, R.C. and Chen, S.R. (2005), "Flutter reliability analysis of suspension bridges", J. Wind Eng. Ind. Aerod., 93(10), 757-775. https://doi.org/10.1016/j.jweia.2005.08.003.
- Cinquemani, S., Diana, G., Fossati, L. and Ripamonti, F. (2016), "A smart structure for wind tunnel investigation of a bridge deck's vortex-induced torsional motion", Mechatronics, 33, 108-120. https://doi.org/10.1016/j.mechatronics.2015.11.003.
- Corriols, A.S. and Morgenthal, G. (2014), "Vortex-induced vibrations on cross sections in tandem arrangement", Struct. Eng. Int., 24(1), 20-26. https://doi.org/10.2749/101686614X13830788505603.
- Daito, Y., Matsumoto, M. and Araki, K. (2002), "Torsional flutter mechanism of two-edge girders for long-span cable-stayed bridge", J. Wind Eng. Ind. Aerod., 90(12), 2127-2141. https://doi.org/10.1016/S0167-6105(02)00329-X.
- Farhangdoust, S., Eghbali, P. and Younesian, D. (2020), "Bistable tuned mass damper for suppressing the vortex induced vibrations in suspension bridges", Earthq. Struct., 18(3), 313-320. https://doi.org/10.12989/eas.2020.18.3.313.
- Fatemi, S.J., Sheikh, A.H. and Ali, M.S.M. (2018), "Determination of load distribution factors of steel-concrete composite box and I-girder bridges using 3D finite element analysis", Aus. J. Struct. Eng., 19(2), 131-145. https://doi.org/10.1080/13287982.2018.1452330.
- Hu, C.X., Zhao, L. and Ge, Y.J. (2018), "Time-frequency evolutionary characteristics of aerodynamic forces around a streamlined closed-box girder during vortex-induced vibration", J. Wind Eng. Ind. Aerod., 182, 330-343. https://doi.org/10.1016/j.jweia.2018.09.025.
- Hu, C.X., Zhao, L. and Ge, Y.J. (2019), "Mechanism of suppression of vortex-induced vibrations of a streamlined closed-box girder using additional small-scale components", J. Wind Eng. Ind. Aerod., 189, 314-331. https://doi.org/10.1016/j.jweia.2019.04.015.
- Hwang, Y.C., Kim, S. and Kim, H.K. (2020), "Cause investigation of high-mode vortex-induced vibration in a long-span suspension bridge", Struct. Infrastruct. Eng., 16(1), 84-93. https://doi.org/10.1080/15732479.2019.1604771.
- Junruang, J. and Boonyapinyo, V. (2020), "Vortex induced vibration and flutter instability of two parallel cable-stayed bridges", Wind Struct., 30(6), 633-648. https://doi.org/10.12989/was.2020.30.6.633.
- Kaveh, A. and Zarandi, M.M.M. (2019), "Optimal design of steelconcrete composite I-girder bridges using three meta-heuristic algorithms", Periodica Polytechnica-civil Eng., 63(2), 317-337. https://doi.org/10.3311/PPci.12769.
- Kubo, Y., Kimura, K., Sadashima, K., Okamoto, Y., Yamaguchi, E. and Kato, K. (2002), "Aerodynamic performance of improved shallow π shape bridge deck", J. Wind Eng. Ind. Aerod., 90, 2113-2125. https://doi.org/10.1016/S0167-6105(02)00328-8.
- Kubo, Y., Sadashima, K., Yamaguchi, E., Katoa, K., Okamoto, Y. and Kogac, T. (2001), "Improvement of aeroelastic instability of shallow π section", J. Wind Eng. Ind. Aerod., 89, 1445-1457. https://doi.org/10.1016/S0167-6105(01)00151-9.
- Laima, S. and Li, H. (2015), "Effects of gap width on flow motions around twin-box girders and vortex-induced vibrations", J. Wind Eng. Ind. Aerod., 139, 37-49. https://doi.org/10.1016/j.jweia.2015.01.009.
- Le, V. and Caracoglia, L. (2020), "A neural network surrogate model for the performance assessment of a vertical structure subjected to non-stationary, tornadic wind loads", Comput. Struct., 231(2), 106208. https://doi.org/10.1016/j.compstruc.2020.106208.
- Li, K., Qian, G.W., Ge, Y.J., Zhao, L. and Di, J. (2019), "Control effect and mechanism investigation on the horizontal flow-isolating plate for PI shaped bridge decks' VIV stability", Wind Struct., 28(2), 99-110. https://doi.org/10.12989/was.2019.28.2.099.
- Li, Y., Chen, Z., Dong, S.J. and Li, J.W. (2021), "Study on the Effects of Pedestrians on the Aerostatic Response of a LongSpan Pedestrian Suspension Bridge", KSCE J. Civil Eng., 25(10), 1-13. https://doi.org/10.1007/s12205-021-2127-x.
- Li, Y. and Li, C. (2020), "Experimental investigations on the flutter derivatives of the pedestrian-bridge section models", KSCE J. Civil Eng., 24(11), 3416-3434. https://doi.org/10.1007/s12205-020-0243-7.
- Li, Y., Li, C. and Zhao, G.H. (2021), "Estimation of the input energy of beam bridges by using near-fault input energy design spectra", Soil Dynam. Earthq. Eng., 150, 106935. https://doi.org/10.1016/j.soildyn.2021.106935.
- Li, Y., Li, C. and Zhao, G.H. (2021), "Seismic isolation design for simple-supported beam bridges based on energy method under near-fault ground motions", Soil Dynam. Earthq. Eng., 145, 106730. https://doi.org/10.1016/j.soildyn.2021.106730.
- Marra, A.M., Mannini, C. and Bartoli, G. (2017), "Wind tunnel modeling for the vortex-Induced vibrations of a yawed bridge tower", J. Bridge Eng., 22(5), 04017006. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001028.
- Nagao, F., Utsunomiya, H., Yoshioka, E. and Kobayashi, H. (1997), "Effects of handrails on separated shear flow and vortex-induced oscillation", J. Wind Eng. Ind. Aerod., 69-71(1), 819-827. https://doi.org/10.1016/S0167-6105(97)00208-0.
- Noguchi, K., Ito, Y. and Yagi, T. (2020), "Numerical evaluation of vortex-induced vibration amplitude of a box girder bridge using forced oscillation method", J. Wind Eng. Ind. Aerod., 196, 104029. https://doi.org/10.1016/j.jweia.2019.104029.
- Owen, J.S., Vann, A.M., Davies, J.P. and Blakeborough, A. (1996), "The prototype testing of Kessock Bridge: response to vortex shedding", J. Wind Eng. Ind. Aerod., 60, 91-108. https://doi.org/10.1016/0167-6105(96)00026-8.
- Park, J., Kim, S. and Kim, H.K. (2017), "Effect of gap distance on vortex-induced vibration in two parallel cablestayed bridges", J. Wind Eng. Ind. Aerod., 162, 35-44. https://doi.org/10.1016/j.jweia.2017.01.004.
- Pedro, R.L., Demarche, J., Miguel, L.F.F. and Lopez, R.H. (2017), "An efficient approach for the optimization of simply supported steel-concrete composite I-girder bridges", Adv. Eng. Softw., 112, 31-45. https://doi.org/10.1016/j.advengsoft.2017.06.009.
- Rizzo, F. and Caracoglia, L. (2020), "Artificial Neural Network model to predict the flutter velocity of suspension bridges", Comput. Struct., 233, 106236. https://doi.org/10.1016/j.compstruc.2020.106236.
- Rizzo, F., Caracoglia, L. and Montelpare, S. (2018), "Predicting the flutter speed of a pedestrian suspension bridge through examination of laboratory experimental errors", Eng. Struct., 172, 589-613. https://doi.org/10.1016/j.engstruct.2018.06.042.
- Rizzo, F., D'Alessandro, V., Montelpare, S. and Giammichele, L. (2020), "Computational study of a bluffbody aerodynamics: Impact of the laminar-to-turbulent transition modelling", Int. J. Mech. Sci., 178, 105620. https://doi.org/10.1016/j.ijmecsci.2020.105620.
- Sakai, Y., Ogawa, K., Shimodoi, H. and Saitoh, T. (1993), "An experimental study on aerodynamic improvements for edge girder bridges", J. Wind Eng. Ind. Aerod., 49(1-3), 459-466. https://doi.org/10.1016/0167-6105(93)90040-U.
- Sarwar, M.W. and Ishihara, T. (2010), "Numerical study on suppression of vortex-induced vibrations of box girder bridge section by aerodynamic countermeasures", J. Wind Eng. Ind. Aerod., 98, 701-711. https://doi.org/10.1016/j.jweia.2010.06.001.
- Seo, J.W., Kim, H.K., Park, J., Kim, K.T. and Kim, G.N. (2013), "Interference effect on vortex-induced vibration in a parallel twin cable-stayed bridge", J. Wind Eng. Ind. Aerod., 116, 7-20. https://doi.org/10.1016/j.jweia.2013.01.014.
- Wardlaw, R.L. (1990), "Wind effects on bridges", J. Wind Eng. Ind. Aerod., 33(1-2), 301-312. https://doi.org/10.1016/0167-6105(90)90045-E.
- Xiong, C. (2021). "Experiment research on influence of inverted l-shaped deflector on vortex-induced vibration characteristics of Π-shaped section", M.D. Dissertation, Chang'an University, Xi'an.
- Xu, F.Y., Ying, X.Y., Li, Y.N. and Zhang, M.J. (2016), "Experimental explorations of the torsional vortex-induced vibrations of a bridge deck", J. Bridge Eng., 21(12), 1-10. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000941.
- Zhao, L., Li, K., Wang, C., Liu, G., Liu, T.C., Song, S.Y. and Ge, Y.J. (2019), "Review on passive aerodynamic countermeasures on main girders aiming at wind-induced stabilities of long-span bridges", China J. Highway Transport [in Chinese]. 32(10), 34-48. https://doi.org/10.19721/j.cnki.1001-7372.2019.10.003.
- Zhou, R., Ge, Y.J., Yang, Y.X., Du, Y.L. and Zhang, L.H. (2020), "Aerodynamic performance evaluation of different cable-stayed bridges with composite decks", Steel Compos. Struct., 34(5), 699-713. https://doi.org/10.12989/scs.2020.34.5.699.
- Zhou, R., Yang, Y.X., Ge, Y.J., Mendis, P. and Mohotti, D. (2015), "Practical countermeasures for the aerodynamic performance of long-span cable-stayed bridges with open decks", Wind Struct., 21(2), 223-239. https://doi.org/10.12989/was.2015.21.2.223.
- Zhou, Z.Y., Zhan, Q.L. and Ge, Y.J. (2016), "Experimental and numerical study on generation and mitigation of vortex-induced vibration of open-cross-section composite beam", Wind Struct., 23(1), 45-57. https://doi.org/10.12989/was.2016.23.1.045.