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Results 1 to 25 of 125

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PHOTOELASTICITY INVESTIGATION INTO THE STRESS STATE OF LONGITUDINALLY STIFFENED THIN WEBS UNDER PARTIAL EDGE LOADINGKRATENA J; SKALOUD M.1980; ACTA TECH. C.S.A.V.; CSK; DA. 1980; VOL. 25; NO 2; PP. 195-204; BIBL. 1 REF.Article

COMPARATIVE INVESTIGATION OF FATIGUE STRENGTH OF BEAMS WITH WEB PLATE STIFFENED IN THE TRADITIONAL WAY AND BY CORRUGATIONKORASHY M; VARGA J.1979; ACTA TECH. ACAD. SCI. HUNG.; ISSN 0001-7035; HUN; DA. 1979; VOL. 89; NO 3-4; PP. 309-346; ABS. GER; BIBL. 25 REF.Article

EVALUATION DE LA CAPACITE PORTANTE EN CISAILLEMENT D'UNE POUTRE A PAROIS MINCES, A NERVURES DE RIGIDIFICATIONPOGADAEV IK.1978; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; SUN; DA. 1978; NO 12; PP. 8-12; BIBL. 8 REF.Article

REINFORCEMENT MINIMIZATION OF BEAMS WITH AXIAL FORCESMELCHERS RE.1981; INT. J. MECH. SCI.; ISSN 0020-7403; GBR; DA. 1981; VOL. 23; NO 10; PP. 607-617; BIBL. 8 REF.Article

OPTIMUM SHAPE DESIGN OF SHOULDER FILLETS IN TENSION BARS AND T-HEADSBHAVIKATTI SS; RAMAKRISHNAN CV.1979; INTERNATION. J. MECH. SCI.; GBR; DA. 1979; VOL. 21; NO 1; PP. 29-39; BIBL. 8 REF.Article

OPTIMUM DESIGN OF STIFFENED SHEAR WEBS WITH SUPPLEMENTARY SKIN STABILISATION.RICHARDS DM.1976; INTERNATION. J. SOLIDS STRUCT.; G.B.; DA. 1976; VOL. 12; NO 11; PP. 791-802; BIBL. 11 REF.Article

FORME OPTIMALE D'UNE COLONNE ARMEE CROISSANT AVEC UNE VITESSE ALEATOIREKOLMANOVSKIJ VB; METLOV VV.1983; MEHANIKA TVERDOGO TELA; ISSN 0572-3299; SUN; DA. 1983; NO 1; PP. 91-101; BIBL. 10 REF.Article

EFFET DU SCHEMA DE RENFORCEMENT SUR LE POUVOIR PORTEUR DES TIGES COMPRESSIBLES BOBINEESKHITROV VV; KATARZHNOV YU I.1980; PROBL. PROCN. (KIEV); ISSN 0556-171X; UKR; DA. 1980; NO 2; PP. 94-99; BIBL. 7 REF.Article

THEORIE DE LA PERTE DE STABILITE LIEE DES CONSTRUCTIONS A PAROIS MINCES RENFORCEESMANEVICH AI.1982; PRIKL. MAT. MEH.; ISSN 0032-8235; SUN; DA. 1982; VOL. 46; NO 2; PP. 337-345; BIBL. 12 REF.Article

LEAST-WEIGHT DESIGN OF CARBON FIBRE HONEYCOMB SANDWICH COLUMNSWEBBER JPH.1979; AERONAUT. J.; GBR; DA. 1979; VOL. 83; NO 824; PP. 314-319; BIBL. 6 REF.Article

VEKONY RETEGGEL EROSITETT PRIZMATIKUS RUD CSAVARASI MEREVSEGENEK BECSLESEROL = ESTIMATION DE LA RIGIDITE EN TORSION D'UNE POUTRE PRISMATIQUE RENFORCEE PAR UNE COUCHE MINCEECSEDI I.1979; NEHEZ. MUESZ. EGYETEM KOEZL., 4; HUN; DA. 1979; VOL. 25; NO 1; PP. 3-13; ABS. ENG/GER/RUS; BIBL. 3 REF.Article

THEORIE DE LA TORSION DES BARRES RENFORCEESDASHCHENKO AF; POPOV G YA.1977; IZVEST. AKAD. NAUK ARM. S.S.R., MEKH.; S.S.S.R.; DA. 1977; VOL. 30; NO 4; PP. 57-66; ABS. ARM. ANGL.; BIBL. 3 REF.Article

COLUMNS WITH RANDOM IMPERFECTIONS AND ASSOCIATED BRACING REQUIREMENTS. = COLONNES AVEC DES IMPERFECTIONS ALEATOIRES ET DES EXIGENCES ASSOCIEES SUR LES RENFORCEMENTSSINGH MP; ANG AHS.1976; J. STRUCT. MECH.; U.S.A.; DA. 1976; VOL. 4; NO 2; PP. 161-180; BIBL. 9 REF.Article

LINE SEARCH METHODS FOR EXTENDED PENALTY FUNCTION ENVIRONMENTSDAVIS CS.1980; INTERNATION. J. NUMER. METHODS ENGNG; GBR; DA. 1980; VOL. 15; NO 6; PP. 867-888; BIBL. 20 REF.Article

A DESIGN METHOD FOR PREDICTING THE COLLAPSE BEHAVIOUR OF PLATE GIRDER.ROCKEY KC; EVANS HR; PORTER DM et al.1978; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1978; VOL. 65; NO 3; PP. 85-112; BIBL. 25 REF.Article

METHODE SIMPLIFIEE POUR LE DIMENSIONNEMENT DU RENFORCEMENTDOROSZKIEWICZ L.1976; ARCH. INZYNIER. LAD.; POLSKA; DA. 1976; VOL. 22; NO 3; PP. 437-459; ABS. RUSSE ANGL.; BIBL. 1 P. 1/2Article

VIBRATION MODES OF CENTRIFUGALLY STIFFENED BEAMSWRIGHT AD; SMITH CE; THRESHER RW et al.1982; J. APPL. MECH.; ISSN 0021-8936; USA; DA. 1982; VOL. 49; NO 1; PP. 197-202; BIBL. 10 REF.Article

ZWEI SAETZE UEBER DIE FORMAENDERUNGSENERGIE DES ELASTISCHEN KOERPERS = DEUX THEOREMES SUR L'ENERGIE DE DEFORMATION DES CORPS ELASTIQUESBARTA J.1979; ACTA TECH. ACAD. SCI. HUNG.; ISSN 0001-7035; HUN; DA. 1979; VOL. 89; NO 1-2; PP. 9-16; ABS. ENG; BIBL. 1 REF.Article

STABILITE DES RAIDISSEURS DES PLAQUES D'ACIER D'UNE POUTRE CAISSONMURZEWSKI J; NGUYEN VAN TAN.1978; ARCH. INZYNIER. LAD.; POLSKA; DA. 1978; VOL. 24; NO 1; PP. 79-97; ABS. RUSSE ANGL.; BIBL. 9 REF.Article

FILTRAGE DES ONDES ELASTIQUES DANS UNE TIGE AVEC DES ARETESGRUZIN VV; KANDIDOV VP; SHMAL'GAUZEN VI et al.1977; IZVEST. AKAD. NAUK S.S.S.R., MEKH. TVERD. TELA; S.S.S.R.; DA. 1977; NO 4; PP. 181-184; BIBL. 6 REF.Article

A DISCRETE MODEL FOR DYNAMIC ANALYSIS OF IDEAL FIBRE-REINFORCED RIGID PLASTIC BEAMSLAUDIERO F.1980; INT. J. MECH. SCI.; ISSN 0020-7403; GBR; DA. 1980; VOL. 22; NO 7; PP. 447-453; BIBL. 11 REF.Article

TESTS ON INTERACTIVE BUCKLING OF STIFFENED PLATES.ELLINAS CP; KAOULLA P; KATTURA S et al.1977; EXPER. MECH.; U.S.A.; DA. 1977; VOL. 17; NO 12; PP. 455-462; BIBL. 18 REF.Article

QUELQUES PROBLEMES DE TORSION DES POUTRES FISSUREES AVEC DES RENFORCEMENTS MINCESANTIPOV YU A; DASHCHENKO AF; POPOV G YA et al.1982; IZV. AKAD. NAUK ARM. SSR, MEH.; ISSN 0002-3051; SUN; DA. 1982; VOL. 35; NO 2; PP. 27-42; ABS. ARM/ENG; BIBL. 10 REF.Article

Lateral buckling of I beams with web stiffeners and batten platesTAKABATAKE, H.International journal of solids and structures. 1988, Vol 24, Num 10, pp 1003-1019, issn 0020-7683Article

THE ANALYSIS OF COMPOSITE BEAMS USING STANDARD FINITE ELEMENT PROGRAMSHIRST MJS; YEO MF.1980; COMPUTERS AND STRUCT.; GBR; DA. 1980; VOL. 11; NO 3; PP. 233-237; BIBL. 7 REF.Article

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