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DETERMINATION DU DEPLACEMENT DE SYSTEMES DE BARRES ELASTO-PLASTIQUESPANKOVA MG.1975; IZVEST. VYSSH. UCHEBN. ZAVED., MASH.-STR.; S.S.S.R.; DA. 1975; VOL. 12; PP. 20-25; BIBL. 3 REF.Article

ANALYSIS OF LATERAL BUCKLING IN PLANE FRAMES. = ANALYSE DU FLAMBAGE LATERAL DES STRUCTURES PLANESPORPAN VACHARAJITTIPHAN; TRAHAIR NS.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 7; PP. 1497-1516; BIBL. 2 P.Article

ON THE ANALYSIS OF PLANE LATTICE STRUCTURES.GUTKOWSKI W.1973; J. STRUCT. MECH.; U.S.A.; DA. 1973; VOL. 2; NO 2; PP. 159-176; BIBL. 13 REF.Article

BERECHNUNG FORMORTHOTROPER FLAECHENTRAGWERKE. = ANALYSE DES STRUCTURES PLANES ORTHOTROPESBARES R.1976; ACTA TECH. ACAD. SCI. HUNGAR.; HONGR.; DA. 1976; VOL. 82; NO 1-2; PP. 31-46; ABS. ANGL. RUSSE; BIBL. 12 REF.Article

CALCUL APPROCHE DES REVETEMENTS PLANS DE BARRES DANS LES 3 DIMENSIONS EN APPUI SUR UN CARRE DANS LE PLANDIDENKO VN.1975; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1975; VOL. 18; NO 5; PP. 14-19; BIBL. 2 REF.Article

UEBER DAS DURCHSCHLAGPROBLEM DES MISES-FACHWERKS. = SUR LE PROBLEME DE LA RUPTURE DU TREILLIS DE MISESKUERKTSCHIEV R.1974; Z. ANGEW. MATH. MECH.; DTSCH.; DA. 1974; VOL. 54; NO 4; PP. 91-92; BIBL. 2 REF.; (WISS. JAHRESTAG. GES. ANGEW. MATH. MECH. VORTR.; MUENCHEN; 1973)Conference Paper

SUR LA CONFIGURATION DE STRUCTURES RETICULEES PLANESRAICU A.1973; INST. CONSTR. BUCURESTI, BUL. STI.; ROMAN.; DA. 1973; VOL. 16; NO 4; PP. 121-126; ABS. ANGL. RUSSEArticle

SOLUTION DE STRUCTURES PLATES PAR LA METHODE DES GRANDS ELEMENTS EN NE SUPPOSANT AUCUN DEPLACEMENT DU COIN COMMUNPEKAROVIC J.1975; INZ. STAVBY; CESKOSL.; DA. 1975; VOL. 23; NO 10; PP. 515-521; ABS. RUSSE ALLEM. ANGLArticle

IL CALCOLO DI POLIGONALI CHIUSE DI TRAVI POGGIANTI NEI VERTICI. = CALCUL DES LIGNES POLYGONALES FERMEES DE POUTRES APPUYEES AU SOMMETSANTORELLI S.1975; G. GENIO CIV.; ITAL.; DA. 1975; VOL. 113; NO 1-3; PP. 21-30; ABS. FR. ANGL. ALLEM.; BIBL. 6 REF.Article

OVERCOMPLETE MECHANISMS OF PLASTIC COLLAPSE. = MECANISMES "SURCOMPLETS" D'AFFAISSEMENT PLASTIQUEHEYMAN J.1975; J. OPTIMIZ. THEORY APPL.; U.S.A.; DA. 1975; VOL. 15; NO 1; PP. 27-35; BIBL. 1 REF.Article

SECOND-ORDER ELASTIC PLANE FRAME ANALYSIS USING LINEAR PROGRAMMING.ISHIKAWA N; NAKAMURA H; OKAMOTO K et al.1976; MEM. DEF. ACAD.; JAP.; DA. 1976; VOL. 16; NO 3; PP. 89-100; BIBL. 14 REF.Article

FUNCTIONS OF INTERPOLATION IN THE ANALYSIS OF STRUCTURALLY ORTHOTROPIC PLANE SYSTEMS BY THE METHOD OF DIMENSIONLESS COEFFICIENTS. = FONCTIONS D'INTERPOLATION EN ANALYSE DES SYSTEMES PLANS STRUCTURELLEMENT ORTHOTROPES PAR LA METHODE DES COEFFICIENTS SOUS DIMENSIONBARES R.1975; ACTA TECH. C.S.A.V.; CESKOSL.; DA. 1975; VOL. 20; NO 3; PP. 339-343; H.T. 1; BIBL. 10 REF.Article

OPTIMAL SLABS AND GRILLAGES OF CONSTRAINED GEOMETRY. = GRILLAGES ET PLAQUES OPTIMALES AVEC CONTRAINTES SUR LA GEOMETRIEROZVANY GIN; CHINAPPA GANDADHARAIAH; HILL RD et al.1975; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 6; PP. 755-770; BIBL. 1 P. 1/2Article

TWO-DIMENSIONAL PROBLEMS OF ORTHOGONAL GRIDS. = PROBLEMES BIDIMENSIONNELS POUR DES GRILLAGES ORTHOGONAUXNOWACKI W.1975; BULL. ACAD. POLON. SCI., SCI. TECH.; POLOGNE; DA. 1975; VOL. 23; NO 5; PP. 409-415; ABS. RUSSE; BIBL. 5 REF.Article

FINITE ELEMENT TECHNIQUES IN PLANE LIMIT PROBLEMS.ZAVELANI ROSSI A.1974; MECCANICA; ITAL.; DA. 1974; VOL. 9; NO 4; PP. 312-324; ABS. ITAL.; BIBL. 9 REF.Article

LEAST-WEIGHT FRAMEWORKS FOR LOADS ACROSS SPAN.MCCONNEL RE.1974; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 5; PP. 885-901; BIBL. 9 REF.Article

A PRIMAL-DUAL METHOD FOR MINIMUM WEIGHT DESIGN OF STATICALLY DETERMINATE STRUCTURES WITH SEVERAL SYSTEMS OF LOAD.MORRIS AJ.1974; INTERNATION. J. MECH. SCI.; G.B.; DA. 1974; VOL. 16; NO 11; PP. 801-807; BIBL. 6 REF.Article

DEFLECTION ANALYSIS OF ELASTIC-PLASTIC FRAMES AT SHAKEDOWN.BRZEZINSKI R; KONIG JA.1973; J. STRUCT. MECH.; U.S.A.; DA. 1973; VOL. 2; NO 3; PP. 211-228; BIBL. 13 REF.Article

PREDIMENSIONNEMENT DES STRUCTURES METALLIQUES A BARRES PAR LA METHODE STATIQUE ET LA PROGRAMMATION LINEAIRE.BROZZETTI J; LESCOUARC'H.1973; R.F.M.; FR.; DA. 1973; NO 48; PP. 5-14; BIBL. 7 REF.Article

LIMIT ANALYSIS OF PLANE BENDING- AND-TORQUE SUPPORTING GRIDS. = ANALYSE LIMITE DE GRILLES PLANES SOLLICITEES PAR DES COUPLES ET EN FLEXIONBONI B; KLEIBER M.1975; ARCH. INZYNIER. LAD.; POLSKA; DA. 1975; VOL. 21; NO 1; PP. 69-87; ABS. POL. RUSSE; BIBL. 13 REF.Article

METHODE DES COEFFICIENTS SANS DIMENSIONS POUR L'ANALYSE DES CONSTRUCTIONS PLANES PRESENTANT L'ORTHOTROPIE DE FORME.BARES R.1973; ANN. TRAV. PUBLICS BELG.; BELG.; DA. 1973; NO 6; PP. 367-392; H.T. 29; BIBL. 17 REF.Article

ETUDE EXPERIMENTALE DES ELEMENTS DE MACHINE CONCUS D'APRES LA METHODE DE LA CHARGE PORTANTEKAPKOWSKI J; STUPNICKI J.1973; ROZPR. INZYN.; POLSKA; DA. 1973; VOL. 21; NO 1; PP. 161-173; ABS. RUSSE ANGL.; BIBL. 4 REF.Serial Issue

SINGLE MODE SEMICONDUCTOR LASERSMATSUMOTO N; KUMABE K.1979; REV. ELECTR. COMMUNIC. LAB.; JPN; DA. 1979; VOL. 27; NO 7-8; PP. 555-568; BIBL. 24 REF.Article

REFINED FINITE ELEMENT ANALYSIS OF PLANE ELASTO-PLASTIC. = ANALYSE AMELIOREE PAR ELEMENT FINI DES PROBLEMES PLANS ELASTOPLASTIQUESKOMATSU S; KITADA T.1975; TECHNOL. REP. OSAKA UNIV.; JAP.; DA. 1975; VOL. 25; NO 1254-1275; PP. 415-437; BIBL. 16 REF.Article

CONTRIBUTION A L'UTILISATION DE LA METHODE DES ELEMENTS FINIS DANS L'ANALYSE DE STRUCTURES PLANES AVEC DES NOEUDS RIGIDES OU ARTICULESIVAN M.1974; BUL. STI. TEH. INST. POLITEH. "TRAIAN VUIA" TIMISOARA, CONSTR.; ROMAN.; DA. 1974; VOL. 19; NO 1; PP. 55-69; ABS. RUSSE ANGL.; BIBL. 4 REF.Article

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