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Results 1 to 25 of 375925

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THE KOYNA EARTHQUAKE AND THE DAMAGE TO KOYNA DAMCHOPRA AK; CHAKRABARTI P.1973; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1973; VOL. 63; NO 2; PP. 381-397; BIBL. 20 REF.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

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

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

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

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

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

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

A TRIANGULAR PLATE FINITE ELEMENT FOR LARGE-DISPLACEMENT ELASTIC-PLASTIC OF AUTOMOBILE STRUCTURAL COMPONENTSCHEN KK.1979; COMPUTERS AND STRUCT.; GBR; DA. 1979; VOL. 10; NO 1-2; PP. 203-215; BIBL. 29 REF.Article

COMMENTS ON THE ACCURACY OF NINE-NODED ISOPARAMETRIC FINITE ELEMENTS.JOFRIET JC; LELIEVRE B; FWA TF et al.1978; COMPUTERS AND STRUCT.; G.B.; DA. 1978; VOL. 8; NO 1; PP. 67-74; BIBL. 6 REF.Article

HIGH-ORDER CURVED FINITE ELEMENTSWACHSPRESS EL.1981; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1981; VOL. 17; NO 5; PP. 735-745; BIBL. 7 REF.Article

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 NUMERICAL COMPARISON OF HIGH ORDER TRANSFORMATION AND ISOPARAMETRIC TRANSFORMATION METHODSMCLEOD RJY; MURPHY R.1979; COMPUTERS MATH. APPL.; GBR; DA. 1979; VOL. 5; NO 4; PP. 241-247; BIBL. 9 REF.Article

USE OF TRIANGULAR AND ISOPARAMETRIC FINITE ELEMENTS IN THE SOLUTION OF HYDRODYNAMIC JOURNAL BEARINGSDHAGAT SK; SINHASAN R; SINGH DV et al.1982; J. INST. ENG., INDIA, MECH. ENG. DIV.; ISSN 0020-3408; IND; DA. 1982; VOL. 62; NO 6; PP. 184-189; BIBL. 10 REF.Article

RATIONAL BASIS FUNCTIONS FOR CURVED ELEMENTSWACHSPRESS EL.1979; COMPUTERS MATH. APPL.; GBR; DA. 1979; VOL. 5; NO 4; PP. 235-239; BIBL. 6 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

AN EXPERIMENTAL INVESTIGATION OF THE USE OF ISOPARAMETRIC AND RATIONAL BASIS ELEMENTS IN A FLUID FLOW PROBLEMKEAST P; WOODFORD G.1982; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1982; VOL. 18; NO 4; PP. 557-568; BIBL. 10 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

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