'
Vortex-induced Vibration Generated by Flow Interaction between Two Cable-stayed Bridges in Tandem' 의 주제별 논문영향력
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%
주제별 논문영향력
논문영향력
주제
주제별 논문수
주제별 피인용횟수
주제별 논문영향력
주제분류(KDC/DDC)
토목 공학
367
0
0.0%
주제어
cable-stayed bridge
13
0
0.0%
gapdistance
6
0
0.0%
piv
36
0
0.0%
tandem arrangement
2
0
0.0%
vortex-induced vibration
4
0
0.0%
wind tunnel test
33
0
0.0%
계
461
0
0.0%
* 다른 주제어 보유 논문에서 피인용된 횟수
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.
'
Vortex-induced Vibration Generated by Flow Interaction between Two Cable-stayed Bridges in Tandem'
의 유사주제(
) 논문