박사

Vortex-induced Vibration Generated by Flow Interaction between Two Cable-stayed Bridges in Tandem

박진 2016년
논문상세정보
' Vortex-induced Vibration Generated by Flow Interaction between Two Cable-stayed Bridges in Tandem' 의 주제별 논문영향력
논문영향력 선정 방법
논문영향력 요약
주제
  • 토목 공학
  • cable-stayed bridge
  • gapdistance
  • piv
  • tandem arrangement
  • vortex-induced vibration
  • wind tunnel test
동일주제 총논문수 논문피인용 총횟수 주제별 논문영향력의 평균
458 0

0.0%

' Vortex-induced Vibration Generated by Flow Interaction between Two Cable-stayed Bridges in Tandem' 의 참고문헌

  • Zdravkovich, M.M., 1985. Flow induced oscillations of two interfering circular cylinders. Journal of Sound and Vibration 101, 511-521.
  • Xu, G., Zhou, Y., 2004. Strouhal numbers in the wake of two inline cylinders. Experiments in Fluids 37.
  • Tanaka, H., 1990. Similitude and modelling in wind tunnel testing of bridges. Journal of Wind Engineering and Industrial Aerodynamics 33, 283-300.
  • Sumner, D., 2010. Two circular cylinders in cross-flow: A review. Journal of Fluids and Structures 26, 849-899.
  • Spencer Jr, B., Cho, S., Sim, S.-H., 2011. Wireless monitoring of civil infrastructure comes of age. Structure 13.
  • Schewe, G., Larsen, A., 1998. Reynolds number effects in the flow around a bluff bridge deck cross section. Journal of Wind Engineering and Industrial Aerodynamics 74-6, 829-838.
  • Schewe, G., 2001. Reynolds-number effects in flow around more-or-less bluff bodies. Journal of Wind Engineering and Industrial Aerodynamics 89, 1267-1289.
  • Meng, X., Zhu, L., Guo, Z., 2011. Aerodynamic interference effects and mitigation measures on vortex-induced vibrations of two adjacent cable-stayed bridges. Shock Vib 5, 510-517.
  • Matsuda, K., Cooper, K.R., Tanaka, H., Tokushige, M., Iwasaki, T., 2001. An investigation of Reynolds number effects on the steady and unsteady aerodynamic forces on a 1 : 10 scale bridge deck section model. Journal of Wind Engineering and Industrial Aerodynamics 89, 619-632.
  • Liu, Z., Chen, Z., Liu, G., Shao, X., 2009. Experimental study of aerodynamic interference effects on aerostatic coefficients of twin deck bridges. Shock Vib 3, 292- 298.
  • Lee, S.H., Yoon, J.G., Kwon, S.D., 2013. Aerodynamic Forces Acting on Yi Sun-sin Bridge Girder According to Reynolds Numbers. Journal of the Korean Society of Civil Engineers 33, 93-100.
  • Larsen, S.V., Astiz, M.A., Larose, G.L., 2000. Aerodynamic interference between two closely spaced cable supported bridges, Proceedings of the 4th International Colloquium on Bluff Body Aerodynamics and Applications, Bochum, pp. 33-37.
  • Larsen, A., Savage, M., Lafreni re, A., Hui, M.C.H., Larsen, S.V., 2008. Investigation of vortex response of a twin box bridge section at high and low Reynolds numbers. Journal of Wind Engineering and Industrial Aerodynamics 96, 934-944.
  • Laima, S., Li, H., 2015. Effects of gap width on flow motions around twin-box girders and vortex-induced vibrations. Journal of Wind Engineering and Industrial Aerodynamics 139, 37-49.
  • Kwok, K.C.S., Qin, X.R., Fok, C.H., Hitchcock, P.A., 2012. Wind-induced pressures around a sectional twin-deck bridge model: Effects of gap-width on the aerodynamic forces and vortex shedding mechanisms. Journal of Wind Engineering and Industrial Aerodynamics 110, 50-61.
  • Kimura, K., Shima, K., Sano, K., Kubo, Y., Kato, K., Ukon, H., 2008. Effects of separation distance on wind-induced response of parallel box girders. Journal of Wind Engineering and Industrial Aerodynamics 96, 954-962.
  • Kim, S.J., Kim, H.K., Calmer, R., Park, J., Kim, G.S., Lee, D.K., 2013. Operational field monitoring of interactive vortex-induced vibrations between two parallel cablestayed bridges. Journal of Wind Engineering and Industrial Aerodynamics 123, 143- 154.
  • KSCE, 2006. Design guidelines for steel cable-supported bridges, Korea.
  • Jang, S., Jo, H., Cho, S., Mechitov, K., Rice, J.A., Sim, S.H., Jung, H.J., Yun, C.B., Spencer, B.F., Agha, G., 2010. Structural health monitoring of a cable-stayed bridge using smart sensor technology: deployment and evaluation. Smart Structures and Systems 6, 439-459.
  • Irwin, P.A., Stoyanoff, S., Xie, J., Hunter, M., 2005. Tacoma Narrows 50 years later— wind engineering investigations for parallel bridges. Bridge Structures 1, 3-17.
  • Hussain, A.K.M.F., Reynolds, W.C., 1970. The mechanics of an organized wave in turbulent shear flow. Journal of Fluid Mechanics 41, 241-258.
  • Honda, A., Shiraishi, N., Matsumoto, M., Fuse, Y., Sumi, K., Sasaki, N., 1993. Aerodynamic stability of Kansai International Airport access bridge. Journal of Wind Engineering and Industrial Aerodynamics 49, 533-542.
  • He, H.X., Li, J.W., 2015. Study on the Effect and Mechanism of Aerodynamic Measures for the Vortex-Induced Vibration of Separate Pairs of Box Girders in Cable- Stayed Bridges. Shock and Vibration 2015, 1-11.
  • HDEC, 2000. Report on the monitoring of Jindo Bridge (in Korean).
  • Grillaud, G., Chauvin, A., Bietry, J., 1992. Comportement dynamique d'un Pont haubans dans une turbulence de sillage. Journal of Wind Engineering and Industrial Aerodynamics 42, 1181-1189.
  • Chen, W.-L., Li, H., Hu, H., 2014. An experimental study on the unsteady vortices and turbulent flow structures around twin-box-girder bridge deck models with different gap ratios. Journal of Wind Engineering and Industrial Aerodynamics 132, 27-36.
  • Brika, D., Laneville, A., 1999. The flow interaction between a stationary cylinder and a downstream flexible cylinder. Journal of Fluids and Structures 13, 579-606.
  • Argentini, T., Rocchi, D., Zasso, A., 2015. Aerodynamic interference and vortexinduced vibrations on parallel bridges: The Ewijk bridge during different stages of refurbishment. Journal of Wind Engineering and Industrial Aerodynamics 147, 276- 282.