DISCUSSIONS AND CLOSURES
Nov 1, 2000
Simple Design Procedure for Liquid-Filled Steel Conical Tanks
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VIEW THE REPLYAuthors: John H. Scarino, Daniël Vandepitte, A. A. El Damatty, R. M. Korol, and M. El AttarAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 126, Issue 11
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References
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Knoedel, P. ( 1991). “Cylinder-cone-cylinder intersections under axial compression.” Int. Colloq. on Buckling of Shell Struct. on Land, in the Sea, and in the Air, Lyon, France, September 17–19.
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Ramm, E., and Buchter, N. ( 1991). “Buckling of cylindrical and conical shells under concentrated loading.” Int. Colloq. on Buckling of Shell Struct. on Land, in the Sea, and in the Air, Lyon, France, September 17–19.
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Buckling of Steel Shells: European Recommendations, Fourth Ed. (1988). European Convention for Constructional Steelwork, No. 56, Brussels, Belgium.
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Paridaens, R., Vandepitte, D., Lagae, G., Rathé, J., and Van den Steen, A. ( 1987). “Design equations accounting for elastic buckling of liquid-filled conical shells.” Proc., Int. Colloq. on Stability of Plate and Shell Struct., Ghent University, Ghent, Belgium, 425–430.
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Vandepitte, D. ( 1999). “Confrontation of shell buckling research results with the collapse of a steel water tower.” J. Constructional Steel Res., 49, 303–314.
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Vandepitte, D., Rathé, J., Verhegge, B., Paridaens, R., and Verschaeve, C. ( 1982). “Experimental investigation of buckling of hydrostatically loaded conical shells and practical evaluation of the buckling load.” Buckling of shells, E. Ramm, ed., Springer, Berlin, 375–399.
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Published online: Nov 1, 2000
Published in print: Nov 2000
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Authors
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John H. Scarino
Fellow, ASCE
Daniël Vandepitte
A. A. El Damatty
R. M. Korol
M. El Attar
Vice Pres., S&E Engineers, Inc., Riverdale, NJ.
Emeritus Prof., Ghent University, B9000 Ghent, Belgium.
Asst. Prof., Dept. of Civ. Engrg., Univ. of Western Ontario, London, ON, Canada N6A 5B9.
Asst. Prof., Dept. of Struct. Engrg., Cairo Univ., Cairo, Egypt.
Prof. of Civ. Engrg., McMaster Univ., Hamilton, ON, Canada L8S 4L7.
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