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ZUR ELASTISCH-PLASTISCHEN UNTERSUCHUNG VON EBENEN STABTRAGWERKEN MIT STOCHASTISCHEN PARAMETERN. = CONCEPTION ELASTOPLASTIQUE DES STRUCTURES PLANES A PARAMETRES STOCHASTIQUESBURKHARDT G.1976; WISSENSCH. Z. TECH. UNIV. DRESDEN; DTSCH.; DA. 1976; VOL. 25; NO 4; PP. 987-989; BIBL. 7 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

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

METHODE DE RITTER.1977; CHARP. MENUIS. METAL. SERRUR.; FR.; DA. 1977; NO 99; PP. 56-57Article

METHODE DES ELEMENTS FINIS POUR DES NOEUDS DANS DES SYSTEMES PLANSSAWIAK S.1977; ZESZ. NAUK POLITECH. GDANSK., MECH.; POLSKA; DA. 1977; NO 28; PP. 101-112; ABS. ANGL.; BIBL. 7 REF.Article

CONTINUOUS MODEL ANALYSIS OF PLANE TRUSSES OF FOUR OR MORE DIRECTIONED DIAGONALS.HEGEDUS I.1976; ACTA TECH. ACAD. SCI. HUNGAR.; HONGR.; DA. 1976; VOL. 83; NO 3-4; PP. 213-228; ABS. ALLEM. RUSSE; BIBL. 2 REF.Article

AN APPROXIMATE METHOD OF ANALYSIS FOR PRESTRESSED CABLE TRUSSESSTEFANOU GD.1980; ISR. J. TECHNOL.; ISSN 0021-2202; ISR; DA. 1980 PUBL. 1981; VOL. 18; NO 6; PP. 326-329; BIBL. 6 REF.Article

OPTIMAL LAYOUT OF GRILLAGES.PRAGER W; ROZVANY GIN.1977; J. STRUCT. MECH.; U.S.A.; DA. 1977; VOL. 5; NO 1; PP. 1-18; BIBL. 7 REF.Article

DIRECT PREDICTION OF FRACTURE FOR TWO-DIMENSIONAL PLANE STRESS STRUCTURESBELIE RG; REDDY JN.1980; COMPUTERS AND STRUCT.; GBR; DA. 1980; VOL. 11; NO 1-2; PP. 49-53; BIBL. 3 REF.Article

VIBRATION OF FRAMES WITH INCLINED MEMBERS.CHANG CH.1978; J. SOUND VIBR.; G.B.; DA. 1978; VOL. 56; NO 2; PP. 201-214; BIBL. 12 REF.Article

CONTRIBUTIONS A LA STABILITE AU FLAMBEMENT DES STRUCTURES PLANES HYPERSTATIQUES.SAID DANIALI.1975; AO-CNRS-13101; FR.; DA. 1975; PP. (92P.); H.T. 18; BIBL. 1 P. 1/2; (THESE DOCT. ING.; UNIV. SCI. TECH. LILLE)Thesis

EMISSION DU SON PAR DES CHAMPS DIFFUS D'ONDES DE FLEXION SUR DES STRUCTURES PLANESNIKIFOROV AS.1980; AKUST. ZH.; SUN; DA. 1980; VOL. 26; NO 2; PP. 307-309; BIBL. 3 REF.Article

METHODE SIMPLIFIEE POUR L'ANALYSE ELASTOPLASTIQUE DE STRUCTURES PLANES PAR LA METHODE DES ELEMENTS FINIS (I. PROBLEME DE FLEXION PLANE)YAMAMOTO Y; OHTSUBO H; AO K et al.1979; J. SOC. NAV. ARCHIT. JPN.; ISSN 0514-8499; JPN; DA. 1979; NO 145; PP. 125-131; ABS. ENG; BIBL. 8 REF.Article

OBTENTION AUTOMATISEE DE LA MATRICE DE RIGIDITE DES CADRES PLANS SANS TENIR COMPTE DE L'INFLUENCE DE LA FORCE NORMALEBANKOV B.1977; TEKH. MISAL; BALG.; DA. 1977; VOL. 14; NO 5; PP. 87-94; ABS. RUSSE ALLEM. ANGL.; BIBL. 3 REF.Article

SU UNA STRUTTURA A STRALLI NEL QUADRO DELLE TONSOSTRUTTURE PIANE. = STRUCTURE SUSPENDUE DANS LE CADRE DES STRUCTURES TENDUES PLANESSELLERI F; SPADACCINI O.1974; ATTI IST. SCI. COSTR. UNIV. PISA; ITAL.; DA. 1974-1975; VOL. 14; PP. 33-96; BIBL. 14 REF.Article

CRITERIA FOR RAMAN-NATH REGIME DIFFRACTION BY PHASE GRATINGSMOHARAM MG; GAYLORD TK; MAGNUSSON R et al.1980; OPT. COMMUNIC.; NLD; DA. 1980; VOL. 32; NO 1; PP. 19-23; BIBL. 12 REF.Article

ALGORITHME DE CALCUL D'UN SYSTEME RETICULE PLAN EN CAS DE GRANDS DEPLACEMENTSZYLEV VB; SOLOV'EV GP.1980; STROITEL. MEKH. RASCHET SOORUZH.; SUN; DA. 1980; NO 5; PP. 35-38; BIBL. 3 REF.Article

SLOPE-DEFLECTION METHOD FOR ELASTIC-PLASTIC MULTISTORY FRAMES.CHI KS; LIN TH.1977; INTERNATION. J. SOLIDS STRUCT.; G.B.; DA. 1977; VOL. 13; NO 2; PP. 125-135; BIBL. 18 REF.Article

THE USE OF MINIMIZATION METHODS IN THE TWO-DIMENSIONAL CROSS-SPRING HINGE PROBLEM.KLOSOWIAK T; MACHURA M.1977; COMPUTER METHODS APPL. MECH. ENGNG; NETHERL.; DA. 1977; VOL. 12; NO 3; PP. 337-351; BIBL. 13 REF.Article

THE ELECTROFORMING PROCESS IN MIM DIODESBLESSING R; PAGNIA H; SOTNIK N et al.1981; THIN SOLID FILMS; ISSN 0040-6090; CHE; DA. 1981; VOL. 85; NO 2; PP. 119-128; BIBL. 21 REF.Article

OPTIMAL DESIGN OF PRESTRESSED PLANE CABLE STRUCTURES.SELLERI F; SPADACCINI O.1977; J. STRUCT. MECH.; U.S.A.; DA. 1977; VOL. 5; NO 2; PP. 179-205; BIBL. 11 REF.Article

DECOMPOSITION DE SCHEMAS ET QUELQUES MATRICES DE TRANSITION DES SYSTEMES DE BARRESGORELOV VA.1977; IZVEST. VYSSH. UCHEBN. ZAVED., MASH.-STR.; S.S.S.R.; DA. 1977; NO 9; PP. 5-9; BIBL. 3 REF.Article

STABILITE DE LA FORME PLANE DE LA FLEXION DE STRUCTURES A DOUBLE POUTRE SOLLICITEE PAR DES CHARGES CONSERVATIVESDREWNIAK J; MISIAK J.1977; ROZPR. INZYN.; POLSKA; DA. 1977; VOL. 25; NO 4; PP. 633-657; ABS. RUSSE ANGL.; BIBL. 18 REF.Article

A FAST STIFFNESS FORMULATION FOR FINITE ELEMENT ANALYSIS OF TWO-DIMENSIONAL SOLIDSSLOAN SW.1981; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1981; VOL. 17; NO 9; PP. 1313-1323; BIBL. 4 REF.Article

RADIANT INTENSITY AND SPATIAL COHERENCE FOR FINITE PLANAR SOURCES.STEINLE B; BALTES HP.1977; J. OPT. SOC. AMER.; U.S.A.; DA. 1977; VOL. 67; NO 2; PP. 241-247; BIBL. 20 REF.Article

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