Discussion of “Nonlinear Shallow Curved‐Beam Finite Element” by Z. M. Elias and K.‐L. Chen (June, 1988, Vol. 114, No. 6)
Publication: Journal of Engineering Mechanics
Volume 115, Issue 12
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References
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Karamanlidis, D. (1981). “Über die numerische Berechnung ebener Rahmentragwerke im unter‐und uberkritischen Bereich nach der Finite‐Element‐Methode.” Zamm, Federal Republic of Germany, 61, 202–203 (in German).
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Karamanlidis, D. (1983). “Berechnungsverfahren für gekrümmte Stabwerke unter Berucksichtigung endlicher elasto‐plastischer Deformationen.” Forsch. Ingenieurwes, Federal Republic of Germany, 49(1), 21–30 (in German).
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Karamanlidis, D., and Jasti, R. (1987b). “Nonlinear buckling analysis of two‐dimensional frames composed of curved non‐prismatic members.” Forsch. Ingenieurwes., 53(4), 110–112.
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Karamanlidis, D., and Knothe, K. (1981). “Geometrisch nichtlineare Berechnung von ebenen Stabwerken auf der Grundlage eines gemischt‐hybriden Finite‐Elemente‐Verfahrens.” Ing.‐Arch., Federal Republic of Germany, 50, 377–392 (in German).
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Karamanlidis, D., Honecker, A., and Knothe, K. (1981). “Large deflection finite element analysis of pre‐ and postcritical response of thin elastic frames.” Nonlinear finite element analysis in structural mechanics, W. Wunderlich, et al., eds., Springer‐Verlag, New York, N.Y.
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Copyright © 1989 ASCE.
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Published online: Dec 1, 1989
Published in print: Dec 1989
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