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au.\*:("ARGYRIS JH")

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POST-BUCKLING FINITE ELEMENT ANALYSIS OF CIRCULAR CYLINDERS UNDER END LOADARGYRIS JH; DUNNE PC.1978; ACTA TECH. ACAD. SCI. HUNGAR.; HUN; DA. 1978; VOL. 87; NO 1-2; PP. 5-16; ABS. GER/RUS; BIBL. 15 REF.Article

POTENTIAL FLOW ANALYSIS BY FINITE ELEMENTSARGYRIS JH; MARECZEK G.1972; INGR-ARCH.; DTSCH.; DA. 1972; VOL. 42; NO 1; PP. 1-25; ABS. ALLEM.; BIBL. 10 REF.Serial Issue

ON THE LARGE STRAIN INELASTIC ANALYSIS IN NATURAL FORMULATION. II: DYNAMIC PROBLEMSARGYRIS JH; DOLTSINIS JS.1980; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1980; VOL. 21; NO 1; PP. 91-126; BIBL. 19 REF.Article

ON THE LARGE STRAIN INELASTIC ANALYSIS IN NATURAL FORMULATION. I: QUASISTATIC PROBLEMSARGYRIS JH; DOLTSINIS JS.1979; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1979; VOL. 20; NO 2; PP. 213-251; BIBL. 19 REF.Article

ON THE REDUCTION OF NUMERICAL ERROR IN THE MATRIX DISPLACEMENT METHOD. = REDUCTION DE L'ERREUR NUMERIQUE DANS LA METHODE DE LA MATRICE DEPLACEMENTARGYRIS JH; ROY JR.1974; IN: FINITE ELEM. METHODS ENG. PROC. INT. CONF.; KENSINGTON, AUST.; 1974; KENSINGTON; UNISEARCH LTD.; DA. 1974; PP. 15-32; BIBL. 1 P. 1/2Conference Paper

FINITE ELEMENT ANALYSIS OF LARGE STRAINS AND LARGE DISPLACEMENTS BY NATURAL FACTOR DISPLACEMENT METHOD (FORMULATION FOR ELASTOPLASTICITY)ARGYRIS JH; TANAKA M.1979; BULL. J.S.M.E.; JPN; DA. 1979; VOL. 22; NO 168; PP. 801-808; BIBL. 17 REF.Article

NONLINEAR FINITE ELEMENT ANALYSIS OF ELASTIC SYSTEMS UNDER NONCONSERVATIVE LOADING-NATURAL FORMULATION. I: QUASISTATIC PROBLEMSARGYRIS JH; SYMEONIDIS S.1981; COMPUT. METHODS APPL. MECH. ENG.; ISSN 0045-7825; NLD; DA. 1981; VOL. 26; NO 1; PP. 75-123; BIBL. 44 REF.Article

A SEQUEL TO: NONLINEAR FINITE ELEMENT ANALYSIS OF ELASTIC SYSTEMS UNDER NONCONSERVATIVE LOADING-NATURAL FORMULATION. I: QUASISTATIC PROBLEMSARGYRIS JH; SYMEONIDIS S.1981; COMPUT. METHODS APPL. MECH. ENG.; ISSN 0045-7825; NLD; DA. 1981; VOL. 26; NO 3; PP. 377-383; BIBL. 1 REF.Article

METHODS OF ELASTOPLASTIC ANALYSISARGYRIS JH; SCHARPF DW.1972; Z. ANGEW. MATH. PHYS.; SCHWEIZ; DA. 1972; VOL. 23; NO 4; PP. 517-552; ABS. ALLEM.; BIBL. 15 REF.Serial Issue

INTERACTIVE COMPUTER GRAPHICS IN STRUCTURAL ANALYSISARGYRIS JH; GRIEGER I.sdIN: INT. CONF. ONLINE INTERACTIVE COMPUT. UXBRIDGE, ENGL., 1972. PROC. I; UXBRIDGE, ENGL.; ONLINE COMPUTER SYSTEMS LTD; DA. S.D.; VOL. 1; PP. 709-726; BIBL. 2 P.Conference Proceedings

ON THE DYNAMIC RESPONSE OF LIGHTWEIGHT STRUCTURESARGYRIS JH; FLUEH HH.1983; COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING; ISSN 0045-7825; NLD; DA. 1983; VOL. 38; NO 3; PP. 347-369; BIBL. 6 REF.Article

POST-BUCKLING FINITE ELEMENT ANALYSIS OF CIRCULAR CYLINDERS UNDER END LOAD.ARGYRIS JH; DUNNE PC.1978; FORSCH. IM INGR-WES.; DEU; DA. 1978; VOL. 44; NO 3; PP. 69-74; ABS. GER; BIBL. 15 REF.Article

INCREMENTAL FORMULATION IN NONLINEAR MECHANICS AND LARGE STRAIN ELASTO-PLASTICITY-NATURAL APPROACH. I.ARGYRIS JH; KLEIBER M.1977; COMPUTER METHODS APPL. MECH. ENGNG; NETHERL.; DA. 1977; VOL. 11; NO 2; PP. 215-247; BIBL. 15 REF.Article

A SIMPLE THEORY OF GEOMETRICAL STIFFNESS WITH APPLICATIONS TO BEAM AND SHELL PROBLEMS.ARGYRIS JH; DUNNE PC.1976; LECTURE NOTES PHYS.; GERM.; DA. 1976; VOL. 58; PP. 3-113; BIBL. 2 P.; (COMPUT. METHODS APPL. SCI. INT. SYMP. 2; VERSAILLES; 1975)Conference Paper

THE NATURAL FACTOR FORMULATION OF THE STIFFNESS FOR THE MATRIX DISPLACEMENT METHOD.ARGYRIS JH; BRONLUND OE.1975; COMPUTER METHODS APPL. MECH. ENGNG; NETHERL.; DA. 1975; VOL. 5; NO 1; PP. 97-119; BIBL. 1 P.Article

ON THE NATURAL FORMULATION AND ANALYSIS OF LARGE DEFORMATION COUPLED THERMOMECHANICAL PROBLEMSARGYRIS JH; DOLTSINIS J ST.1981; COMPUT. METHODS APPL. MECH. ENG.; ISSN 0045-7825; NLD; DA. 1981; VOL. 25; NO 2; PP. 195-253; BIBL. 18 REF.Article

NUMERICAL TREATMENT OF LARGE DEFORMATION PROCESSES EXHIBITING THERMAL AND MECHANICAL COUPLINGARGYRIS JH; DOLTSINIS J ST.1981; NUMERICAL METHODS FOR COUPLED PROBLEMS. INTERNATIONAL CONFERENCE ON NUMERICAL METHODS FOR COUPLED PROBLEMS. 1/1981/SWANSEA; GBR; SWANSEA: PINERIDGE PRESS; DA. 1981; PP. 413-415; BIBL. 8 REF.Conference Paper

IMPROVED SOLUTION METHODS FOR INELASTIC RATE PROBLEMSARGYRIS JH; VAZ LE; WILLAM KJ et al.1978; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1978; VOL. 16; NO 2; PP. 231-277; BIBL. 22 REF.Article

HIGHER ORDER METHODS FOR TRANSIENT DIFFUSION ANALYSIS.ARGYRIS JH; VAZ LE; WILLAM KJ et al.1977; COMPUTER METHODS APPL. MECH. ENGNG; NETHERL.; DA. 1977; VOL. 12; NO 2; PP. 243-278; BIBL. 27 REF.Article

STATIC AND DYNAMIC STABILITY OF NONLINEAR ELASTIC SYSTEMS UNDER NONCONSERVATIVE FORCES: NATURAL APPROACHARGYRIS JH; STRAUB K; SYMEONIDIS S et al.1982; COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING; ISSN 0045-7825; NLD; DA. 1982; VOL. 32; NO 1-3; PP. 59-83; BIBL. 43 REF.Conference Paper

ON AN UNCONVENTIONAL BUT NATURAL FORMATION OF A STIFFNESS MATRIXARGYRIS JH; HAASE M; MLEJNEK HP et al.1980; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1980; VOL. 22; NO 1; PP. 1-22; BIBL. 12 REF.Article

NEW DEVELOPMENTS IN THE INELASTIC ANALYSIS OF QUASISTATIC AND DYNAMIC PROBLEMSARGYRIS JH; ST DOLTSINIS J; WILLIAM KJ et al.1979; INTERNATION. J. NUMER. METHODS ENGNG; GBR; DA. 1979; VOL. 14; NO 12; PP. 1813-1850; BIBL. 25 REF.Article

AUTOMATISCHE RISSLAENGENMESSUNG INDUKTIV UND VIDEOELEKTRONISCH. = MESURE AUTOMATIQUE DE LA LONGUEUR DE FISSURE, PAR INDUCTION ET PAR SIGNAL VIDEOARGYRIS JH; ERTELT J; KARL F et al.1977; MASCHINENMARKT; DTSCH.; DA. 1977; VOL. 83; NO 12; PP. 176-180; D'APRES ANALYSE DU BAMArticle

COMPUTATIONAL ASPECTS OF WELDING STRESS ANALYSIS = ASPECTS DE L'ANALYSE DES CONTRAINTES DE SOUDAGEARGYRIS JH; SZIMMAT J; WILLIAM KJ et al.1982; COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING; ISSN 0045-7825; NLD; DA. 1982; VOL. 33; NO 1-3; PP. 635-666; BIBL. 20 REF.Conference Paper

SOME CONSIDERATIONS ON THE NATURAL APPROACHARGYRIS JH; HAASE M; MLEJNEK HP et al.1982; COMPUT. METHODS APPL. MECH. ENG.; ISSN 0045-7825; NLD; DA. 1982; VOL. 30; NO 3; PP. 335-346; BIBL. 10 REF.Article

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