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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

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

A PIECEWISE PARABOLIC C1 APPROXIMATION TECHNIQUE FOR CURVED BOUNDARIESMCLEOD RJY; MITCHELL AR.1979; COMPUTERS MATH. APPL.; GBR; DA. 1979; VOL. 5; NO 4; PP. 277-284; BIBL. 4 REF.Article

ADVANTAGES OF CUBICS FOR APPROXIMATING ELEMENT BOUNDARIESMITCHELL AR.1979; COMPUTERS MATH. APPL.; GBR; DA. 1979; VOL. 5; NO 4; PP. 321-327; BIBL. 5 REF.Article

ON CURVED FINITE ELEMENTS FOR THE ANALYSIS OF CIRCULAR ARCHES.YAMADA Y; EZAWA Y.1977; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1977; VOL. 11; NO 11; PP. 1635-1651; BIBL. 17 REF.Article

SOME APPLICATIONS OF GEOMETRY IN NUMERICAL ANALYSISMCLEOD RJY.1982; LECT. NOTES MATH.; ISSN 0075-8434; DEU; DA. 1982; VOL. 912; PP. 190-229; BIBL. 18 REF.Conference Paper

FORBIDDEN NODES FOR CURVED FINITE ELEMENTSSTEPHENSON JW; MANOHAR R.1979; INTERNATION. J. NUMER. METHODS ENGNG; GBR; DA. 1979; VOL. 14; NO 9; PP. 1421-1427; BIBL. 8 REF.Article

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

STATIC ANALYSIS OF DIAPHRAGM-SUPPORTED CYLINDRICAL SHELLS USING A CURVED FINITE STRIP.DAWE DJ.1977; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1977; VOL. 11; NO 9; PP. 1347-1364; BIBL. 20 REF.Article

DISCRETE FORMS OF FRIEDRICHS' INEQUALITIES IN THE FINITE ELEMENT METHODZENISEK A.1981; R.A.I.R.O., ANAL. NUMER.; ISSN 0399-0516; FRA; DA. 1981; VOL. 15; NO 3; PP. 265-286; ABS. FRE; BIBL. 10 REF.Article

SUR QUELQUES ELEMENTS FINIS COURBES DE CLASSE C1.BERNADOU M.1978; I.R.I.A., LAB. RECH. INFORMAT. AUTOMAT., RAPP. RECH.; FR.; DA. 1978; NO 281; PP. 1-58; ABS. ANGL.; BIBL. 3 P.Serial Issue

CONFORMING CURVED PLATE BENDING FINITE ELEMENTS. = ELEMENTS FINIS CONFORMES COURBES POUR LA FLEXION DES PLAQUESZENISEK A.1976; STAVEB. CAS.; CESKOSL.; DA. 1976; VOL. 24; NO 5; PP. 436-448; ABS. TCHEQUE RUSSE; BIBL. 7 REF.Article

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

ON THE STABILITY OF TWO-DIMENSIONAL INTERPOLATION AND HIGH ORDER BASES FOR CURVED FINITE ELEMENTSMCLEOD RJY.1979; COMPUTERS MATH. APPL.; GBR; DA. 1979; VOL. 5; NO 4; PP. 249-265; BIBL. 7 REF.Article

NONLINEAR FINITE ELEMENT ANALYSIS OF CURVED BEAMS.NOOR AK; GREENE WH; HARTLEY SJ et al.1977; COMPUTER METHODS APPL. MECH. ENGNG; NETHERL.; DA. 1977; VOL. 12; NO 3; PP. 289-307; BIBL. 19 REF.Article

TEMPERATURE LOAD ON THICK CURVED SHELL ELEMENTS.WERGELAND JH.1977; INTERNATION. J. SUMMER. METHODS ENGNG; G.B.; DA. 1977; VOL. 11; NO 8; PP. 1329-1334; BIBL. 1 REF.Article

PRODUKTE HERMITE'SCHER POLYNOME UNGLEICHER ORDNUNGEN ALS VERLAUFSFUNKTIONEN FUER VERSCHIEBUNGSANSAETZE FUER GEKRUEMMTE, VIERSEITIGE, RECHTWINKELIGE FINITE ELEMENTE ZUR BERECHNUNG DUENNWANDIGER SCHALENTRAGWERKE. = PRODUCTION DE POLYNOMES HERMITTIENS D'ORDRE DIFFERENT COMME FONCTION DE CONTINUITE POUR LES TRANSLATIONS DES ELEMENTS FINIS COURBES RECTANGULAIRES DANS LE CALCUL DES COQUES MINCES PORTANTESMANG H.1976; BAUINGENIEUR; DTSCH.; DA. 1976; VOL. 51; NO 7; PP. 263-271; BIBL. 16 REF.Article

INTEGRATION TECHNIQUES FOR ISOPARAMETRIC AND HIGHER ORDER BASES ON FINITE ELEMENTS WITH A CURVED SIDEANDERSEN CM; MCLEOD RJY.1979; COMPUTERS MATH. APPL.; GBR; DA. 1979; VOL. 5; NO 4; PP. 285-295; BIBL. 20 REF.Article

CURVED ISOPARAMETRIC INTERFACE SURFACE ELEMENT.BURAGOHAIN DN; SHAH V.1978; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1978; VOL. 104; NO 1; PP. 205-209; BIBL. 5 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

Convected systems for curved structural elementsGATTASS, M; ABEL, J. F.International journal for numerical methods in engineering. 1987, Vol 24, Num 11, pp 2143-2166, issn 0029-5981Article

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

CURVED MULTILAYERED ELEMENT FOR AXISYMMETRIC SHELLS.CHESADA KASEMSET; YAN KAI CHEUNG; KHATUA TP et al.1977; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 1; PP. 139-151; BIBL. 15 REF.Article

DEFORMATION UND STABILITAET WINDBEANSPRUCHTER KUEHLTURMSCHALEN = DEFORMATION AND STABILITY OF COOLING TOWERS UNDER WIND CONDITIONS = DEFORMATION ET STABILITE DES TOURS DE REFROIDISSEMENT SOUS L'ACTION DU VENTMANG H; GALLAGHER RH; CEDOLIN L et al.1978; INGR-ARCH.; DEU; DA. 1978; VOL. 47; NO 6; PP. 391-410; ABS. ENG; BIBL. 35 REF.Article

Curved finite elements of class C1 : implementation and numerical experiments. I: Construction and numerical tests of the interpolation propertiesBERNADOU, M; BOISSERIE, J.-M.Computer methods in applied mechanics and engineering. 1993, Vol 106, Num 1-2, pp 229-269, issn 0045-7825Article

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