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STIFFNESS MATRIX FOR SANDWICH BEAMS WITH THICK ANISOTROPIC LAMINATED FACESMONFORTON GR.1979; COMPUTERS AND STRUCT.; GBR; DA. 1979; VOL. 10; NO 3; PP. 547-551; BIBL. 8 REF.Article

RIGIDITE MATHEMATIQUE DES SURFACES ET RIGIDITE PHYSIQUE DES COQUESGOL'DENVEJZER AL.1979; MEH. TVERD. TELA; ISSN 0572-3299; SUN; DA. 1979; NO 6; PP. 65-77; BIBL. 7 REF.Article

LE PROBLEME DE LA FORMATION DE MATRICES MULTIDIMENSIONNELLES DE RIGIDITE AVEC DES CHAMPS DE DEPLACEMENT D'ORDRE ARBITRAIRELEVASHON PD; SHISHKIN VM.1982; IZV. VYSS. UCEBN. ZAVED., AVIAC. TEH.; ISSN 0579-2975; SUN; DA. 1982; NO 2; PP. 69-72; BIBL. 1 REF.Article

CALCUL, PAR LA METHODE DES ELEMENTS FINIS, D'UN SYSTEME EN U MULTICELLULAIRE AVEC DES AFFAIBLISSEMENTSMASLENNIKOV AM; PLETNEV VI.1981; STROITEL. MEKH. RASCHET SOORUZH.; SUN; DA. 1981; NO 4; PP. 17-20; BIBL. 8 REF.Article

DAMPED SECOND-ORDER RAYLEIGH-TIMOSHENKO BEAM VIBRATION IN SPACE - AN EXACT COMPLEX DYNAMIC MEMBER STIFFNESS MATRIXLUNDSEN R; AKESSON B.1983; INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING; ISSN 0029-5981; GBR; DA. 1983; VOL. 19; NO 3; PP. 431-449; BIBL. 23 REF.Article

TREATMENT OF HOURGLASS PATTERNS IN LOW ORDER FINITE ELEMENT CODES.KOSLOFF D; FRAZIER GA.1978; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; G.B.; DA. 1978; VOL. 2; NO 1; PP. 57-72; BIBL. 8 REF.Article

ON TRIANGULAR DECOMPOSITION OF NONPOSITIVE DEFINITE SYMMETRIC MATRICES USING COMPLEX FORTRAN PROGRAMMINGPAO YC.1980; INTERNATION. J. NUMER. METHODS ENGNG; GBR; DA. 1980; VOL. 15; NO 4; PP. 611-616; BIBL. 8 REF.Article

EVALUATION DE LA QUALITE D'ELEMENTS FINIS, POUR LE CALCUL DE SYSTEMES ELASTIQUESGORDEEV VN; MIN'KOVICH EI.1979; STROITEL. MEKH. RASCHET SOORUZH.; SUN; DA. 1979; NO 5; PP. 27-32; BIBL. 5 REF.Article

A FAST ALGORITHM FOR TRIANGULAR PLATE BENDING ELEMENTJOSEPH KT; RAO KS.1979; INTERNATION. J. NUMER. METHODS ENGNG; GBR; DA. 1979; VOL. 14; NO 7; PP. 1100-1104; BIBL. 2 REF.Article

A SIMPLIFIED FINITE ELEMENT SOLUTION FOR THE PLATES ON ELASTIC FOUNDATION.CHEUNG MS.1978; COMPUTERS AND STRUCT.; G.B.; DA. 1978; VOL. 8; NO 1; PP. 139-145; BIBL. 8 REF.Article

ALGORITHMS FOR DIRECT-ACCESS GAUSSIAN SOLUTION OF STRUCTURAL STIFFNESS MATRIX EQUATION.PAO YC.1978; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1978; VOL. 12; NO 5; PP. 751-764; BIBL. 6 REF.Article

STIFFNESS MATRIX FOR A BEAM ELEMENT INCLUDING TRANSVERSE SHEAR AND AXIAL FORCE EFFECTS.CHUGH AK.1977; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1977; VOL. 11; NO 11; PP. 1681-1697; BIBL. 6 REF.Article

SUR UN ALGORITHME DE CONSTRUCTION DE LA MATRICE DE RIGIDITE DU SYSTEME DE LA METHODE DES ELEMENTS FINIS POUR LA THEORIE TRIDIMENSIONNELLE DE L'ELASTICITEMASANOV ZH K; BAJMAKHANOV IB.1977; IZVEST. AKAD. NAUK KAZAKH. S.S.R., SER. FIZ. -MAT.; S.S.S.R.; DA. 1977; VOL. 15; NO 3; PP. 24-31; ABS. KAZ.; BIBL. 7 REF.Article

NONLINEAR CABLE AND FRAME INTERACTION.KUANG HAN CHU; CHIA CHIUN MA D.1976; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 3; PP. 569-589; BIBL. 12 REF.Article

DIRECT-ITERATIVE SOLUTION OF ILL-CONDITIONED FINITE ELEMENT STIFFNESS MATRICESSHI GEN HUA.1982; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1982; VOL. 18; NO 2; PP. 181-194; BIBL. 4 REF.Article

OPTIMAL CORRECTION OF MASS AND STIFFNESS MATRICES USING MEASURED MODESBARUCH M.1982; AIAA J.; ISSN 0001-1452; USA; DA. 1982; VOL. 20; NO 11; PP. 1623-1626; BIBL. 19 REF.Article

THE DERIVATION OF STIFFNESS MATRICES FROM INTEGRAL EQUATIONSHARTMANN F.1981; BOUNDARY ELEMENT METHODS. INTERNATIONAL SEMINAR. 3/1981/IRVINE CA; DEU/USA; BERLIN; NEW YORK: SPRINGER-VERLAG; DA. 1981; PP. 552-566; BIBL. 7 REF.Conference Paper

STEIFIGKEITSMATRIZEN NACH THEORIE 2-ORDNUNG VON ELASTISCH ANGESCHLOSSENEN STAEBEN IM HOLZBAU = MATRICES DE RIGIDITE DE POUTRES ENCASTREES ELASTIQUEMENT PAR LA THEORIE DU DEUXIEME ORDRE DANS LA CONSTRUCTION EN BOISKIENER G.1981; BAUINGENIEUR; ISSN 0005-6650; DEU; DA. 1981; VOL. 56; NO 8; PP. 293-297; BIBL. 12 REF.Article

A SIMPLE AND EFFECTIVE SUBROUTINE FOR THE PLANE ISOPARAMETRIC STIFFNESS MATRIX COMPUTATIONGARCIA DE JALON DE LA FUENTE J; AZCONA J.1980; ADV. ENG. SOFTWARE; GBR; DA. 1980; VOL. 2; NO 3; PP. 107-116; BIBL. 18 REF.Article

SYMMETRIC SUB-STRUCTURESWILLIAMS FW.1979; COMPUTERS AND STRUCT.; GBR; DA. 1979; VOL. 10; NO 5; PP. 797-804; BIBL. 2 REF.Article

LARGE DEFLECTION ANALYSIS OF ELASTO-PLASTIC BEAMS AND FRAMES.BACKLUND J.1976; INTERNATION. J. MECH. SCI.; G.B.; DA. 1976; VOL. 18; NO 6; PP. 269-277; BIBL. 15 REF.Article

ETABLISSEMENT DES EQUATIONS RESOLVANTES DANS LA METHODE DES ELEMENTS FINISPOSTNOV VA; FRUMEN AI.1976; STROITEL. MEKH. RASCHET SOORUZH.; S.S.S.R.; DA. 1976; NO 5; PP. 18-21; BIBL. 2 REF.Article

MATRICE TANGENTE DE RIGIDITE DANS LES PROBLEMES STATIQUES DE RESEAUX DE CABLESBIENKIEWICZ B.1976; ZESZ. NAUK. POLITECH. GDANSK., BUDOWNICTWOLADOWE; POLSKA; DA. 1976; NO 254; PP. 19-27; ABS. ANGL. RUSSE; BIBL. 6 REF.Article

A NOVEL FINITE-ELEMENT METHOD FOR USE IN CLASSICAL ELASTIC PLATE PROBLEMS.WOODHEAD AL; CALLADINE CR.1976; INTERNATION. J. MECH. SCI.; G.B.; DA. 1976; VOL. 18; NO 7-8; PP. 357-363; BIBL. 12 REF.Article

MATRICE DE RIGIDITE ET VECTEUR FORCE D'EXTREMITE POUR UNE POUTRE DROITE DE SECTION VARIANT DE BXH A A2GOBESZ F; CATARIG A; PETRINA M et al.1974; BUL. STI. INST. POLITEH. CLUJ; ROMAN.; DA. 1974; NO 17; PP. 30-32; ABS. FR.; BIBL. 2 REF.Article

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