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UEBER DIE NUMERISCHE BERECHNUNG EBENER RAHMENTRAGWERKE IM UNTER- UND UEBERKRITISCHEN BEREICH NACH DER FINITE-ELEMENT-METHODE = CALCUL NUMERIQUE DE CADRES PLANS DANS LES DOMAINES SUB- ET SUPERCRITIQUES D'APRES LA METHODE DES ELEMENTS FINISKARAMANLIDIS D.1981; Z. ANGEW. MATH. MECH.; ISSN 0044-2267; DDR; DA. 1981; VOL. 61; NO 3; PP. 202-203; BIBL. 3 REF.Article

BERECHNUNGSVERFAHREN FUER GEKRUEMMTE STABWERKE UNTER BERUECKSICHTIGUNG ENDLICHER ELASTO-PLASTICHER DEFORMATIONEN = PROCEDE DE CALCUL DES STRUCTURES EN CADRE EN TENANT COMPTE DE GRANDES DEFORMATIONS ELASTOPLASTIQUESKARAMANLIDIS D.1983; FORSCHUNG IM INGENIEURWESEN; ISSN 0015-7899; DEU; DA. 1983; VOL. 49; NO 1; PP. 21-30; ABS. ENG; BIBL. 16 REF.Article

BEITRAG ZUR GEOMETRISCH NICHTLINEAREN THEORIE DES SCHWACH GEKRUEMMTEN TIMOSHENKO-BALKENS = APPORT A LA THEORIE GEOMETRIQUEMENT NON LINEAIRE DES POUTRES FAIBLEMENT COURBEESKARAMANLIDIS D.1981; STAHLBAN; ISSN 0038-9145; DEU; DA. 1981; VOL. 50; NO 8; PP. 244-249; ABS. ENG; BIBL. 23 REF.Article

The linear acceleration time integration method revisitedKARAMANLIDIS, D.Journal of sound and vibration. 1987, Vol 115, Num 3, pp 379-385, issn 0022-460XArticle

On the equivalence of alternative finite element schemes in the time domainKARAMANLIDIS, D.Engineering analysis. 1986, Vol 3, Num 1, pp 45-60, issn 0264-682XArticle

Finite element analysis of two-dimensional shear flexible frame structures: nonlinear analysisKARAMANLIDIS, D.Computer methods in applied mechanics and engineering. 1988, Vol 67, Num 1, pp 55-68, issn 0045-7825Article

A simple and efficient curved beam element for the linear and non-linear analysis of laminated composite structuresKARAMANLIDIS, D.Computers & structures. 1988, Vol 29, Num 4, pp 623-632, issn 0045-7949Article

On a modified Hellinger/Reissner variational theorem for the analysis of elastoplastic solidsKARAMANLIDIS, D.Journal of applied mechanics. 1988, Vol 55, Num 3, pp 536-538, issn 0021-8936Article

A note on incrementation schemes in non-linear structural analysisKARAMANLIDIS, D.Engineering analysis. 1986, Vol 3, Num 4, pp 225-234, issn 0264-682XArticle

A pseudo-complementary finite element approach for the vibration analysis of thin plates in bending = Une approche pseudo complémentaire à la méthode des éléments finis pour l'analyse des vibrations de plaques minces en flexionKARAMANLIDIS, D.Forschung im Ingenieurwesen. 1985, Vol 51, Num 3, pp 69-78, issn 0015-7899Article

Alternative FEM formulations for the inelastic large deflection analysis of plane framesKARAMANLIDIS, D.Computers & structures. 1988, Vol 28, Num 6, pp 691-698, issn 0045-7949Article

Static and dynamic analysis of thin plates in bending. A novel finite element model = Analyse statique et dynamique de plaques minces en flexion. Un modèle nouveau aux éléments finisKARAMANLIDIS, D.Thin-walled structures. 1985, Vol 3, Num 3, pp 273-282, issn 0263-8231Article

On some new variational formulations and finite element models in classical elastoplasticityKARAMANLIDIS, D.Acta mechanica. 1987, Vol 68, Num 1-2, pp 57-69, issn 0001-5970Article

On the strain-displacement equations of a geometrically nonlinear curved beamKARAMANLIDIS, D.Forschung im Ingenieurwesen. 1985, Vol 51, Num 5, pp 165-167, issn 0015-7899Article

GEOMETRISCH NICHTLINEARE BERECHNUNG VON EBENEN STABWERKEN AUF DER GRUNDLAGE EINES GEMISCHT-HYBRIDEN FINITE-ELEMENTE-VERFAHRENS = ANALYSE GEOMETRIQUEMENT NON LINEAIRE DE STRUCTURE BIDIMENSIONNELLE BASEE SUR UNE METHODE AUX ELEMENTS FINIS HYBRIDES MELANGESKARAMANLIDIS D; KNOTHE K.1981; ING. ARCH.; ISSN 0020-1154; DEU; DA. 1981; VOL. 50; NO 6; PP. 377-392; ABS. ENG; BIBL. 28 REF.Article

Buckling and vibrations of shear-flexible orthotropic plates subjected to mixed boundary conditions = Flambage et vibrations de plaques orthotropes flexibles au cisaillement, sous conditions au contour de type mixteKARAMANLIDIS, D; PRAKASH, V.Thin-walled structures. 1989, Vol 8, Num 4, pp 273-293, issn 0263-8231Article

Analysis of stiffened shear-flexible orthotropic panelsKARAMANLIDIS, D; VIMAL AGRAWAL.Computer methods in applied mechanics and engineering. 1989, Vol 73, Num 2, pp 133-146, issn 0045-7825Article

Non linear buckling analysis of two dimensional frames composed of curved non-prismatic members = Calcul de flambage non linéaire de cadres composés d'éléments courbes non-prismatiquesKARAMANLIDIS, D; JASTI, R.Forschung im Ingenieurwesen. 1987, Vol 53, Num 4, pp 110-112, issn 0015-7899Article

Geometrically and materially nonlinear finite element analysis of thin-walled frames: numerical studies = Analyse par éléments finis géométriquement et matériellement non linéaires d'ossatures à paroi mince: études numériquesKARAMANLIDIS, D; GESCH-KARAMANLIDIS, H.Thin-walled structures. 1986, Vol 4, Num 4, pp 247-267, issn 0263-8231Article

On a highly accurate computational scheme for the approximate analysis of shear-flexible anisotropic platesKARAMANLIDIS, D; PRAKASH, V.Ingenieur-Archiv. 1989, Vol 60, Num 2, pp 124-131, issn 0020-1154Article

Free-form shell analysis by a mixed-hybrid finite element approachKARAMANLIDIS, D; JASTI, R.Ingenieur-Archiv. 1987, Vol 57, Num 6, pp 459-466, issn 0020-1154Article

Geometrically nonlinear finite element analysis of tapered beams = Analyse par éléments finis géométriquement non linéaires de poutres coniquesKARAMANLIDIS, D; RAJA JASTI.Computers & structures. 1987, Vol 25, Num 6, pp 825-830, issn 0045-7949Article

Exact transfer and stiffness matrices for a beam/column resting on a two-parameter foundation = Matrices exactes de transfert et de rigidité pour une poutre/poteau sur fondation à deux paramètresKARAMANLIDIS, D; PRAKASH, V.Computer methods in applied mechanics and engineering. 1989, Vol 72, Num 1, pp 77-89, issn 0045-7825Article

Finite element analysis of two-dimensional shear flexible frame structures: linear analysisKARAMANLIDIS, D; JASTI, R.Computer methods in applied mechanics and engineering. 1988, Vol 67, Num 2, pp 161-169, issn 0045-7825Article

Buckling and vibration analysis of flexible beams resting on an elastic half-space = Calcul de flambage et de vibration de poutres flexibles sur demi-espace élastiqueKARAMANLIDIS, D; VIKAS PRAKASH.Earthquake engineering & structural dynamics. 1988, Vol 16, Num 8, pp 1103-1114, issn 0098-8847Article

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