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Results 1 to 25 of 272

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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

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

GEOMETRICALLY NONLINEAR BEHAVIOR OF INITIALLY CURVED PLANE SLENDER BARS AND FRAMES.PISANTY A.1977; INGR-ARCH.; DTSCH.; DA. 1977; VOL. 46; NO 4; PP. 235-244; ABS. ALLEM.; BIBL. 24 REF.Article

UN PIU SPEDITO PROCEDIMENTO DI CALCOLO DEI TELAI A MAGLIE RETTANGOLARI CARICATI DA FORZE ORIZZONTALI NEI NODI. = PROCEDE RAPIDE DE CALCUL DES POUTRES D'UNE CHARPENTE A MAILLE RECTANGULAIRE CHARGEE PAR UNE FORCE HORIZONTALE AUX NOEUDSGILIBERTI A.1976; G. GENIO CIV.; ITAL.; DA. 1976; VOL. 114; NO 1-3; PP. 51-58; ABS. FR. ANGL. ALLEM.; BIBL. 2 REF.Article

COMPACT COMPUTATION OF NATURAL FREQUENCIES AND BUCKLING LOADS FOR PLANE FRAMES.WILLIAMS FW; HOWSON WP.1977; INTERNATION. J. NUM. METHODS ENGNG; G.B.; DA. 1977; VOL. 11; NO 7; PP. 1067-1081; BIBL. 12 REF.Article

VIBRATION DES STRUCTURES PLANES AYANT DES SOLIDES RIGIDES LIES ELASTIQUEMENTKRUSZEWSKI J; KUCHARSKI T; SAWIAK S et al.1977; ZESZ. NAUK POLITECH. GDANSK., MECH.; POLSKA; DA. 1977; NO 28; PP. 47-54; ABS. ANGL. RUSSE; BIBL. 2 REF.Article

LIMITS ON THE PROPAGATION CONSTANTS OF PLANAR OPTICAL WAVEGUIDE MODESDE RUITER HM.1981; APPL. OPT.; ISSN 0003-6935; USA; DA. 1981; VOL. 20; NO 5; PP. 731-732; BIBL. 1 REF.Article

A THEORETICAL STUDY OF INTERACTION IMPEDANCE MEASUREMENT OF PLANAR SLOW-WAVE STRUCTUREWANG ZUQI.1979; SCI. SINICA; CHN; DA. 1979; VOL. 22; NO 6; PP. 705-716; BIBL. 12 REF.Article

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