Closure to “Cause of Deformed Shapes in Cooling Towers” by Jean‐François Jullien
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Volume 122, Issue 2
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References
1.
Aflak, W., Jullien, J. F., and Waekel, N. (1987). “Plastic buckling of imperfect cylindrical shells under axial load.” ECCS Colloquium on Stability of Plate and Shell Structures, Ghent University.
2.
Baillis, C., Limam, A., Jullien, J. F., and Duval, C. (1995). “Prise en compte du défaut géometrique du dommage initial et du fluage dans l'analyse de la stabilité des aéroréfrigérants.” 2nd Nat. Colloquium on Struct. Anal., Giens, France.
3.
Combescure, A. (1985b). “Formulation of the COMU element in elastoplasticity.” Rapport DMT/LAMS 85.488, Commisariat à l'energie Atomique, Saclay, France.
4.
Debbanneh, N., Jullien, J. F., Reynouard, J. M., and Waekel, N. (1988). “Corrugated cylindrical shells.” ECCS Colloquium on stability of plate and shell structures, Ghent University.
5.
Leprètre, C. (1988). “Calcul à la ruine des structures en béton armé: mise au point d'un modèle béton en contraintes planes.” Rapport DEMT 88/330, Commisariat à l'energie Atomique, Saclay, France.
6.
Nahas, G. (1986). “Calcul à la ruine des structures en béton armé,” PhD thesis, Université de Paris, Rapport DEMT 86/507, Commisariat à l'energie Atomique, Saclay, France.
7.
Règles techniques de conception et de calcul des ouvrages et constructions en béton précontraint, suivant la méthode des états‐limites. Eyrolles, Paris, France.
8.
Waekel, N., Jullien, J. F., and Ledermann, P. (1984). “Experimental studies on the instability of cylindrical shells with initial geometrical imperfections.” ASME Spec. Publ. 89, ASME, New York, N.Y., 38–48.
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Journal of Structural Engineering
Volume 122 • Issue 2 • February 1996
Pages: 221 - 222
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Copyright © 1996 ASCE.
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Published online: Feb 1, 1996
Published in print: Feb 1996
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