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Results 1 to 25 of 71362

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MIXED ISOPARAMETRIC ELEMENTS FOR SAINT-VENANT TORSION. = ELEMENTS MIXTES ISOPARAMETRIQUES POUR LA TORSION DE SAINT-VENANTNOOR AK; ANDERSEN CM.1975; COMPUTER METHODS APPL. MECH. ENGNG; NETHERL.; DA. 1975; VOL. 6; NO 2; PP. 195-218; BIBL. 22 REF.Article

WARPED QUADRILATERAL STRAIN MEMBRANE ELEMENT. = UN ELEMENT DE MEMBRANE GAUCHE QUADRILATERAL DEFORMEROBINSON J.1976; COMPUTER METHODS APPL. MECH. ENGNG; NETHERL.; DA. 1976; VOL. 7; NO 3; PP. 359-367; BIBL. 7 REF.Article

APPLICATION OF FINITE ELEMENT METHOD TO POTENTIAL FLOW OVER A CYLINDERBANSAL RK; SACHDEVA RC; SESHADARI RC et al.1981; J. INSTIT. ENGRS (INDIA), MECH. ENGNG. DIV.; IND; DA. 1981; VOL. 61; NO 5; PP. 175-180; BIBL. 5 REF.Article

METHODE DES ELEMENTS FINIS EQUILIBRE APPLIQUEE AU SYSTEME DE L'ELASTICITEAMARA MOHAMED.1978; ; S.L.; DA. 1978; PP. (89P.); BIBL. 2 P.; (THESE DOCT. 3E CYCLE, SPEC. MATH. APPL., MENTION ANAL. NUMER.; PIERRE ET MARIE CURIE PARIS VI)Thesis

THE FINITE ELEMENT METHOD IN DOMAINS WITH CURVED BOUNDARIESZLAMAL M.1973; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1973; VOL. 5; NO 3; PP. 367-373; BIBL. 10 REF.Serial Issue

FINITE-ELEMENT ANALYSIS OF SHELLS OF REVOLUTION BY TWO DOUBLY CURVED QUADRILATERAL ELEMENTSSATYANADHAM ATLURI; PIAN THH.1972; J. STRUCT. MECH.; U.S.A.; DA. 1972; VOL. 1; NO 3; PP. 393-416; BIBL. 1 P.Serial Issue

A HYBRID STRESS DOUBLY CURVED SHELL FINITE ELEMENT.ALAYLIOGLU H; ALI R.1977; COMPUTERS AND STRUCT.; G.B.; DA. 1977; VOL. 7; NO 3; PP. 477-480; BIBL. 8 REF.Article

CURVED FINITE ELEMENTS BY THE METHOD OF INITIAL STRAINSSTRICKLIN JA; TILLERSON JR.1973; A.I.A.A. J., NEW YORK; U.S.A.; DA. 1973; VOL. 11; NO 2; PP. 249-250; BIBL. 4 REF.Serial Issue

ZUR ANWENDUNG RECHTECKIGER FINITER ELEMENTE = UTILISATION DES ELEMENTS FINIS RECTANGULAIRESHARTIG D.1973; Z. ANGEW. MATH. MECH.; DTSCH.; DA. 1973; VOL. 53; NO 4; PP. 135-136; (VORTR. WISS. JAHRESTAG. GES. ANGEW. MATH. MECH.; LJUBLJANA; 1972)Conference Paper

THEORETICAL AND NUMERICAL CONVERGENCE RATES FOR SOME CONFORMING FINITE ELEMENTS.RAMEY GE; NATARAJAN KRISHNAMURTHY.1974; COMPUTERS AND STRUCT.; G.B.; DA. 1974; VOL. 4; NO 6; PP. 1185-1206; BIBL. 19 REF.Article

ANALYSE STATIQUE ET DYNAMIQUE DES COQUES PAR LA METHODE DES ELEMENTS FINIS.IDELSOHN S.1974; UNIV. LIEGE, FAC. SCI. APPL., COLLECT. PUBL.; BELG.; DA. 1974; NO 50; PP. 3-47; ABS. ANGL. ALLEM.; BIBL. 1 REF.Article

SPACE-TIME FINITE ELEMENTS IN DYNAMICS PROBLEMSCHICUREL R.1972; IN: DEV. THEOR. APPL. MECH. PROC. 6TH SOUTHEAST. CONF. TAMPA, FLA, 1972; TAMPA, FLA; 6TH SOUTHEAST. CONF. THEOR. APPL. MECH.; DA. 1972; VOL. 6; PP. 515-529Conference Proceedings

STUDIO E SVILUPPO DI UN ELEMENTO FINITO RETTANGOLARE PIANO PER LAMINE TENSOINFLESSE = ETUDE ET DEVELOPPEMENT D'UN ELEMENT FINI RECTANGULAIRE PLAN POUR UNE PLAQUE MINCE EN FLEXIONCAPRILI M; MORANDI CECCHI M.1972; IST. LOMBARDO, R.C., A; ITAL.; DA. 1972; VOL. 106; NO 2; PP. 548-563; BIBL. 6 REF.Serial Issue

A DOUBLY CURVED ISOPARAMETRIC TRIANGULAR SHELL ELEMENTMOHR G.1981; COMPUT. STRUCT.; ISSN 0045-7949; USA; DA. 1981; VOL. 14; NO 1-2; PP. 9-13; BIBL. 19 REF.Article

FAILURE OF BRITTLE MATERIALS DUE TO CRACK PROPAGATION. = RUPTURE DES MATERIAUX FRAGILES DUE A LA PROPAGATION DE FISSUREMAJID KI; AL HASHIMI K.1976; STRUCT. ENGR; G.B.; DA. 1976; VOL. 54; NO 5; PP. 175-182; BIBL. 2 REF.Article

ON THE GENERATION OF SEREDIPEAN SHAPE FUNCTIONS IN THE FINITE ELEMENT METHOD.GRYCZMANSKI M.1974; BULL. ACAD. POLON. SCI., SCI. TECH.; POLOGNE; DA. 1974; VOL. 22; NO 11; PP. 915-921; ABS. RUSSE; BIBL. 5 REF.Article

EFFECT OF OUT-OF-PLANENESS OF MEMBRANE QUADRILATERAL FINITE ELEMENTSHAFTKA R; ROBINSON JC.1973; A.I.A.A.J., NEW YORK; U.S.A.; DA. 1973; VOL. 11; NO 5; PP. 742-744; BIBL. 11 REF.Serial Issue

A COMPARISON OF FIRST AND SECOND ORDER AXIALLY SYMMETRIC FINITE ELEMENTSDARIO NP; BRADLEY WA.1973; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1973; VOL. 5; NO 4; PP. 573-583; BIBL. 8 REF.Serial Issue

A HIGHER ORDER CONFORMING, RECTANGULAR PLATE ELEMENTGOPALACHARYULU S.1973; INTERNATION. J. METHODS ENGNG; G.B.; DA. 1973; VOL. 6; NO 2; PP. 305-308; BIBL. 7 REF.Serial Issue

DOUBLY-CURVED VARIABLE-THICKNESS ISOPARAMETRIC HETEROGENEOUS FINITE ELEMENT.MINICH MD; CHAMIS CC.1977; COMPUTERS AND STRUCT.; G.B.; DA. 1977; VOL. 7; NO 2; PP. 295-301; BIBL. 12 REF.Article

UTILISATION DE L'HIERARCHIE DES ELEMENTS RECTANGULAIRES FINIS POUR LE CALCUL DES CONSTRUCTIONS ESSENTIELLEMENT IRREGULIEREPEREL'MAN BS; SHAKHVERDI GG.1975; IZVEST. VYSSH. UCHEBN. ZAVED., AVIAC. TEKH.; S.S.S.R.; DA. 1975; VOL. 18; NO 2; PP. 94-98; BIBL. 6 REF.Article

CRACK TIP FINITE ELEMENTS ARE UNECESSARY. = DES ELEMENTS FINIS DE POINTE DE FISSURE NE SONT PAS NECESSAIRESHENSHELL RD; SHAW KG.1975; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1975; VOL. 9; NO 3; PP. 495-507; BIBL. 23 REF.Article

ON THE CONSTRUCTION OF CONFORMING RECTANGULAR PLATE ELEMENTS. = CONSTRUCTION DES ELEMENTS DE PLAQUES RECTANGULAIRES CONFORMABLESWATKINS DS.1976; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1976; VOL. 10; NO 4; PP. 925-933; BIBL. 28 REF.Article

A NEW TREATMENT TO THE FINITE-ELEMENT METHOD AND A METHOD OF LARGE FRAGMENTS. = NOUVEAU TRAITEMENT DE LA METHODE DES ELEMANTS FINIS ET METHODE DES GRANDS MORCEAUXGANEV HG.1975; TEOR. PRILOZH. MEKH.; BALG.; DA. 1975; VOL. 6; NO 4; PP. 29-38; ABS. BALG. RUSSE; BIBL. 3 REF.Article

NONCONFORMING FINITE ELEMENT ANALYSIS OF SHELLS. = ANALYSE PAR ELEMENT FINI NON CONFORME DES COQUESCHANG KOON CHOI; SCHNOBRICH WC.1975; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 4; PP. 447-464; BIBL. 1 P.Article

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