참고문헌 (20)

1. Abaqus (2002), Abaqus User Manual-version 6.4. Hibbit, Karlsson and Sorensen Inc., Pawtucket, RI, USA. 

2. API 650 (1991), Welded Steel Tanks for Oil Storage, American Petroleum Institute Standard, Chapter 3, Washington, D.C.. 

3. ASCE 7 Standard (2002), Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineers, Reston, VA, USA. 

4. Esslinger, M., Ahmed, S. and Schroeder, H. (1971), "Stationary wind loads of open topped and roof-topped cylindrical silos", Der Stalbau, pp. 1-8 (in German). 

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6. Godoy, L.A. (1996), "Catastrofes produzidas por foracoes no mar do caribe, capitulo 26 in acidentes estruturais na construcao civil", 2 (Ed. A. J. P. da Cunha, N. A. Lima, V. C. M. de Souza), Editora Pini, Sao Paulo, Brasil, 255-262 (in Portuguese). 

7. Godoy, L.A. and Flores, F.G. (2002), "Imperfection sensitivity to elastic buckling of wind loaded open cylindrical tanks", Struct. Eng. and Mech., 13(5), 533-542. 

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8. Greiner, R. (1998), Cylindrical shells: Wind loading, Chapter 17 in: Silos (Ed. C. J. Brown and L. Nilssen), EFN Spon, London, pp. 378-399. 

9. Greiner, R. and Derler, P. (1993), Effect of Imperfections on Wind Loaded Cylindrical Shells, Institute for Steel and Shell Structures, Technical University of Graz, A-8010, Graz, Austria. 

10. Gu, Z. and Sun, T. (2001), "Classifications of flow pattern on three circular cylinders in equilateral-triangular arrangements", J. Wind Eng. Ind. Aerodyn., 89, 553-568. 

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11. Jaca, R. and Godoy, L.A. (2003), "Colapso de un tanque metalico en construccion bajo la accion del viento", Revista Internacional de Desastres Naturales, Accidentes e Infraestructura Civil, 3(1), 73-83 (in Spanish). 

12. Kundurpi, P.S., Savamedam, G. and Johns, D.J. (1975), "Stability of cantilever shells under wind loads", J. the Eng. Mech. Div., ASCE, 101(5), 517-530. 

13. Orlando, M. (2001), "Wind-induced interference effects on two adjacent cooling towers", Eng. Struct., 23, 979- 992. 

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14. Portela, G. (2004), Wind Pressures and Buckling of Metal Cantilever Tanks, Ph.D. Dissertation, University of Puerto Rico at Mayaguez, Puerto Rico. 

15. Portela, G. and Godoy, L.A. (2005), "Wind pressures and buckling of cylindrical steel tanks with a conical roof", J. Constr. Steel Res., 61, 786-807. 

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16. Resinger, F. and Greiner, R. (1982), Buckling of Wind-loaded Cylindrical Shells - Application to Unstiffened and Ring-stiffened Steel Tanks, in Buckling of Shells, Ed. Ramn E., Springer, Berlin, 217-281. 

17. Schmidt, H., Binder, B. and Lange, H. (1998), "Postbuckling strength design of open thin-walled cylindrical tanks under wind load", Thin-Walled Structures, 31, 203-220. 

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18. Tsutsui, T., Igarashi, T. and Kamemoto, K. (1997), "Interactive flow around two circular cylinders of different diameters at close proximity. Experiment and numerical analysis by vortex method", J. Wind Eng. Ind. Aerodyn., 67, 279-291. 

19. Virella, J.C. (2004), Buckling of Tanks Subject to Earthquake Loadings, Ph.D. Dissertation, University of Puerto Rico at Mayaguez, Puerto Rico. 

20. Zdravkovich, M.M. (1977), "Review of flow interference between two circular cylinders in various arrangements", ASME J. Fluids Eng., 99(4), 618-632. 

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