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Results 1 to 25 of 1737

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ELASTIC ANALYSIS OF FRAMEWORKS WITH ELASTIC CONNECTIONS.LIGHTFOOT E; LE MESSURIER AP.1974; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 6; PP. 1297-1309; BIBL. 12 REF.Article

MATRIX ANALYSIS OF LARGE SYMMETRIC SKELETAL SYSTEMS.KARDESTUNGER H; BERG K.sdIN: SYMMETRY, SIMILARITY GROUP THEOR. METHODS MECH. PROC. SYMP.; CALGARY; 1974; S.L.; DA. S.D.; PP. 623-632; BIBL. 8 REF.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

PROBLEMES DE LA MATRICE DE RIGIDITE ET DU VECTEUR SOLLICITATION D'UN SUPERELEMENTWOSIEWICZ B.1975; MECH. TEOR. STOSOW.; POLSKA; DA. 1975; VOL. 13; NO 2; PP. 283-286; ABS. RUSSE ANGL.; BIBL. 6 REF.Article

ANALYSE SOUSSTRUCTURALE DE GRANDES STRUCTURES RETICULEESPIETRZAK J; POPLEWSKA J.1974; ARCH. INZYNIER. LAD.; POLSKA; DA. 1974; VOL. 20; NO 3; PP. 467-476; ABS. RUSSE ANGL.; BIBL. 9 REF.Article

PROGRAMME POUR LA TRANSFORMATION DES MATRICES DE RIGIDITEGOBESZ F; CATARIG A; OLARIU I et al.1972; BUL. STI. INST. POLITEH. CLUJ, CONSTR.; ROMAN.; DA. 1972; VOL. 15; PP. 29-31; ABS. ALLEM.; BIBL. 3 REF.Article

DERIVATIVES OF A STATICALLY REDUCED STIFFNESS MATRIX WITH RESPECT TO SIZING VARIABLES. = DERIVEES D'UNE MATRICE DE RIGIDITE REDUITE STATIQUEMENT AVEC RESPECT DE LA TAILLE DES VARIABLESO'CONNELL RF; HASSIG HJ; RADOVCICH NA et al.1976; J. AIRCR.; U.S.A.; DA. 1976; VOL. 13; NO 1; PP. 59-60; BIBL. 3 REF.Article

ON COMPUTATIONS INVOLVING STIFFNESS MATRICES STORED IN RECTANGULAR FORM.PAO YC.1975; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1975; VOL. 9; NO 1; PP. 250-253; BIBL. 2 REF.Article

PANEL METHOD FOR MULTISTOREY FLAT PLATE STRUCTURESFRENCH S; BLACK DC; PULMANO VA et al.1975; ASS. INTERNATION. PONTS CHARP., MEM.; SUISSE; DA. 1975; VOL. 35; NO 2; PP. 65-82; ABS. FR. ALLEM.; BIBL. 15REF.Article

MATRICE DE RIGIDITE ET VECTEUR DE CHARGE POUR UN SUPERELEMENTWRANIK J.1974; MECH. TEOR. STOSOW.; POLSKA; DA. 1974; VOL. 12; NO 3; PP. 401-405; ABS. RUSSE ANGL.; BIBL. 2 REF.Article

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

CALCUL DES PONTS TUBULAIRES RENFORCES PAR DES CABLES DANS UN PLAN QUELCONQUEGASPAR Z.1975; MELYEPITESTUDOM. SZEMLE; MAGYAR.; DA. 1975; VOL. 25; NO 12; PP. 561-568; ABS. ALLEM. RUSSE ANGL. FR.; BIBL. 5REF.Article

GEOMETRIC NONLINEARITY IN NONPRISMATIC MEMBERS.ORAN C.1974; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 7; PP. 1473-1488; BIBL. 5 REF.Article

SCALAR ALGORITHM OF DETERMINATION OF STIFFNESS MATRIX AND OF ANOTHER FINITE ELEMENT CHARACTERISTICS.GRYCZMANSKI M.1974; BULL. ACAD. POLON. SCI., SCI. TECH.; POLOGNE; DA. 1974; VOL. 22; NO 11; PP. 909-914; ABS. RUSSE; BIBL. 6 REF.Article

AN ITERATIVE IMPROVEMENT FOR FINITE ELEMENT ANALYSIS. = AMELIORATION PAR ITERATION POUR L'ANALYSE PAR ELEMENTS FINISMARTIN CW.1974; IN: FINITE ELEM. METHODS ENG. PROC. INT. CONF.; KENSINGTON, AUST.; 1974; KENSINGTON; UNISEARCH LTD.; DA. 1974; PP. 213-217; BIBL. 8 REF.Conference Paper

ANALYSIS OF RECTANGULAR PLATES BY STIFFNESS METHOD.ASSAD ABDUL BAKI; MUDAR JAMALUDDIN.1974; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 3; PP. 547-573; BIBL. 18 REF.Article

A NEW FINITE ELEMENT SCHEME FOR INSTABILITY ANALYSIS OF THIN SHELLS. = NOUVEAU SCHEMA AUX ELEMENTS FINIS POUR L'ANALYSE DE L'INSTABILITE DES COQUES MINCESMATSUI T; MATSUOKA O.1976; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1976; VOL. 10; NO 1; PP. 145-170; BIBL. 23 REF.Article

THE APPLICATION OF THE FINITE ELEMENT METHOD OF ANALYSIS TO HYPERBOLIC PARABOLOIDS WITH EDGE BEAMS. = APPLICATION DE LA METHODE DES ELEMENTS FINIS A L'ANALYSE DES PARABOLOIDES HYPERBOLIQUES AVEC DES POUTRES AU BORDSABIR AB; SABIR BB.1975; STAVEB. CAS.; CESKOSL.; DA. 1975; VOL. 23; NO 5; PP. 268-281; ABS. TCHEQUE RUSSE; BIBL. 15 REF.Article

FREQUENCES NATURELLES MULTIPLES DES STRUCTURES RETICULEES PERIODIQUESNAPRSTEK J.1975; STAVEB. CAS.; CESKOSL.; DA. 1975; VOL. 23; NO 2; PP. 77-86; ABS. RUSSE ANGL.; BIBL. 8 REF.Article

ELEMENTS FINIS RECTANGULAIRES POUR DES ETATS DE CONTRAINTES PLANESFRIEDRICH R.1973; BUL. STI. TEH. INST. POLITEH. "TRAIAN VUIA" TIMISOARA, CONSTR.; ROMAN.; DA. 1973; VOL. 18; NO 1; PP. 49-54; ABS. RUSSE ANGL.; BIBL. 6 REF.Article

CONVENIENT GENERATION OF STIFFNESS MATRICES FOR THE FAMILY OF PLANE TRIANGULAR ELEMENTSSUBRAMANIAN G; BOSE J.1982; COMPUT. STRUCT.; ISSN 0045-7949; USA; DA. 1982; VOL. 5; NO 1; PP. 85-89; BIBL. 3 REF.Article

CORRECTION OF STIFFNESS MATRIX USING VIBRATION TESTSBARUCH M.1982; AIAA J.; ISSN 0001-1452; USA; DA. 1982; VOL. 29; NO 3; PP. 441-442; BIBL. 1 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

POWER SERIES EXPANSION OF THE GENERAL STIFFNESS MATRIX FOR BEAM ELEMENTS. = DEVELOPPEMENT EN SERIE ENTIERE DE LA MATRICE DE RIGIDITE GENERALE POUR DES ELEMENTS DE POUTREPAZ M; LAM DUNG.1975; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1975; VOL. 9; NO 2; PP. 449-459; BIBL. 8 REF.Article

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