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CONTROL OF LARGE SPACEBORNE ANTENNA SYSTEMS WITH FLEXIBLE BOOMS BY MECHANICAL DECOUPLINGWANG PKC.1983; JOURNAL OF THE FRANKLIN INSTITUTE; ISSN 0016-0032; USA; DA. 1983; VOL. 315; NO 5-6; PP. 469-493; BIBL. 6 REF.Article

REGULATION AUTOMATIQUE DES EFFORTS, DES FLECHES ET DES AMPLITUDES DES OSCILLATIONS DES POUTRES A TENDEURSMELASHVILI YU K.1982; STROIT. MEH. RASCET SOORUZ.; ISSN 509078; SUN; DA. 1982; NO 4; PP. 43-47; BIBL. 4 REF.Article

GRAVITY STIFFNESS OF CLASSICAL SUSPENSION BRIDGES = RAIDEUR PAR GRAVITE DES PONTS SUSPENDUS CLASSIQUESJENNINGS A.1983; J. STRUCT. ENG., AM. SOC. CIV. ENG.; ISSN 0733-9445; USA; DA. 1983; VOL. 109; NO 1; PP. 16-36; BIBL. 10 REF.Article

IN SITU CANTILEVER CONSTRUCTION OF BRIDGE SUPERSTRUCTURE = CONSTRUCTION IN SITU PAR ENCORBELLEMENT DE LA SUPERSTRUCTURE D'UN PONTRAJAGOPALAN NAIR K.1983; INDIAN CONCR. J.; ISSN 0019-4565; IND; DA. 1983; VOL. 57; NO 1; PP. 7-12; BIBL. 6 REF.Article

ON MINIMIZING THE MEAN SQUARE DEFLECTION OF THIN ELASTIC BEAMSREISS R; RAVIGURURAJAN TS.1982; DEVELOPMENTS IN THEORETICAL AND APPLIED MECHANICS. 11. SOUTHEASTERN CONFERENCE ON THEORETICAL AND APPLIED MECHANICS. 11/1982-04-08/HUNTSVILLE AL; USA; HUNTSVILLE: UNIVERSITY OF ALABAMA, DEPARTMENT OF MECHANICAL ENGINEERING; DA. 1982; PP. 125-135; BIBL. 13 REF.Conference Paper

SOME REMARKS ON A RESULT OF ATANAKOVICBARNES DC.1982; IMA JOURNAL OF APPLIED MATHEMATICS; ISSN 0272-4960; GBR; DA. 1982; VOL. 29; NO 3; PP. 271-273; BIBL. 3 REF.Article

DETERMINING SAMPLE SIZE OF PAVEMENT DEFLECTIONS BY NOMOGRAPH = LA DETERMINATION D'ECHANTILLONS POUR CALCULER AU MOYEN D'UN NOMOGRAPHE, LES DEFORMATIONS DES REVETEMENTS ROUTIERSBANDYOPADHYAY S.1983; CIV. ENG. ASCE; ISSN 0360-0556; USA; DA. 1983; VOL. 53; NO 3; PP. 57-59Article

FLEXIBLE PAVEMENT EVALUATION AND OVERLAY DESIGN = EVALUATION DES CHAUSSEES SOUPLES ET CONCEPTION DES SOUS-COUCHESBANDYOPADHYAY SS.1982; PROC. AM. SOC. CIV. ENG., TRANSP. ENG. J. ASCE; ISSN 0569-7891; USA; DA. 1982; VOL. 108; NO 6; PP. 523-539; BIBL. 40 REF.Article

Large deflection analysis of arbitrary shaped thin platesCHEUNG, Y. K; ZHU DASHAN.Computers & structures. 1987, Vol 26, Num 5, pp 811-814, issn 0045-7949Article

A note on the domain force integral of Kirchhoff platesHARTMANN, F.Engineering analysis. 1985, Vol 2, Num 2, pp 111-112, issn 0264-682XArticle

Beam deflectionYOON YOUNG KIM.AIAA journal. 1992, Vol 30, Num 12, pp 2996-2998, issn 0001-1452Article

DESIGN OF TIMBER BEAMS: A GRAPHICAL APPROACH = CALCUL DES POUTRES EN BOIS: METHODE GRAPHIQUESOMAYAJI S.1983; J. STRUCT. ENG., AM. SOC. CIV. ENG.; ISSN 0733-9445; USA; DA. 1983; VOL. 109; NO 1; PP. 271-278; BIBL. 4 REF.Article

RESISTANCE DES MATERIAUX: RESEAUX DE POUTRES CROISEESCOURBON J.1983; CONSTRUCTION; FRA; PARIS: TECHNIQUES DE L'INGENIEUR; DA. 1983; NO 104; C2025; PP. 1-16; BIBL. 2 REF.Book Chapter

DEFLECTION AND BENDING MOMENT OF SIMPLY SUPPORTED STRIPS UNDER UNIFORMLY DISTRIBUTED LOADINGS = FLECHE ET MOMENT FLECHISSANT DE BANDES A SIMPLE SUPPORT SUR CHARGES UNIFORMEMENT DISTRIBUEESDAS MK.1982; JOURNAL OF THE INSTITUTION OF ENGINEERS. INDIA. CIVIL ENGINEERING DIVISION; ISSN 0373-1995; IND; DA. 1982; VOL. 63; NO 2; PP. 93-95; BIBL. 2 REF.Article

MAY CLASSICAL THEORY OF ELASTICITY BE USED FOR PARTICULATE MATERIALS. (PREPARED DISCUSSION) = PEUT-ON UTILISER LA THEORIE CLASSIQUE DE L'ELASTICITE A DES MATERIAUX PARTICULIERS.ULLIDTZ P.1982; QUALITY OF MECHANICAL OBSERVATIONS ON PARTICULATE MEDIA EUROMECH COLLOQUINM. 157/1982-08-18/LYNGBY; DNK; LYNGBY: TECHNICAL UNIVERSITY OF DENMARK; DA. 1982; PP. Z.1-Z.4Conference Paper

THE STRENGTH OF REINFORCED BRICKWORK SPANNING OPENINGS IN WALL PANELS = LA RESISTANCE D'OUVERTURES ENCERCLANT LES MACONNERIES EN BRIQUES ARMEES DANS DES PANNEAUX DE MURHULSE R; AMBROSE RJ.1982; PROCEEDINGS OF THE BRITISH CERAMIC SOCIETY; ISSN 0524-5141; GBR; DA. 1982; NO 30; PP. 298-307; BIBL. 3 REF.Article

LA FLEXIBILIDAD DE LOS FORJADOS DE HORMIGON ARMADO DE EDIFICACION: EVALUATION DE LA SITUACION ACTUAL = LA FLEXIBILITE DES DALLES EN BETON ARME POUR PLANCHERS: EVALUATION DE LA SITUATION ACTUELLEGONZALES VALLE E.1982; INFORM. CONSTR.; ESP; DA. 1982; VOL. 34; NO 343; PP. 5-11; BIBL. 11 REF.Article

DEFLECTION ANALYSIS OF CIRCULAR PLATE WITH ECCENTRIC HOLEKHURASIA HB; RAWTANI S.1982; JOURNAL OF THE INSTITUTION OF ENGINEERS. INDIA. MECHANICAL ENGINEERING DIVISION; ISSN 0020-3408; IND; DA. 1982; VOL. 62; NO 6; PP. 195-200; BIBL. 7 REF.Article

RECTANGULAR TUBULAR STEEL COLUMNS LOADED BIAXIALLY = COLONNES EN ACIER DE FORME TUBULAIRE ET RECTANGULAIRE CHARGEES BIAXIALEMENTRAZZAQ Z; MCVINNIE WW.1982; JOURNAL OF STRUCTURAL MECHANICS; ISSN 0360-1218; USA; DA. 1982-1983; VOL. 10; NO 4; PP. 475-493; BIBL. 9 REF.Article

INFLUENCE OF INITIAL DEFLECTION OF PLATE GIRDER WEBS ON FATIGUE CRACK INITIATIONMAEDA Y; OKURA I.1983; ENG. STRUCT.; ISSN 0141-0296; GBR; DA. 1983; VOL. 5; NO 1; PP. 58-66; BIBL. 12 REF.Article

ON THE LIAPOUNOV-MOVCHAN STABILITY OF EQUILIBRIUM OF ELASTIC ORTHOTROPIC PLATESNOWINSKI JL.1983; ACTA MECHANICA; ISSN 0001-5970; AUT; DA. 1983; VOL. 47; NO 1-2; PP. 27-38; BIBL. 18 REF.Article

TIME-DEPENDENT DEFLECTION OF PRESTRESSED BEAMS BY THE PRESSURE-LINE METHOD = FLECHE LIEE AU TEMPS DES POUTRES PRECONTRAINTES, EVALUEE PAR LA METHODE DE LIGNE DE PRESSIONNAAMAN AE.1983; J. PRESTRESSED CONCR. INST.; ISSN 0032-793X; USA; DA. 1983; VOL. 28; NO 2; PP. 98-119; BIBL. 32 REF.Article

LIMIT STATE DESIGN OF SWAY FRAMES = CALCUL A L'ETAT LIMITE DES PORTIQUES: SUJETS A DES OSCILLATIONSMAJID KI; OKDEH S.1982; STRUCT. ENGR. B; ISSN 0039-2553; GBR; DA. 1982; VOL. 60B; NO 4; PP. 76-82; BIBL. 17 REF.Article

SINGLE PILE RESPONSE TO CYCLIC LATERAL LOAD = REPONSE D'UN PIEU ISOLE A UNE CHARGE LATERALE CYCLIQUEPOULOS HG.1982; PROC. AM. SOC. CIV. ENG., J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO GT3; PP. 355-375; BIBL. 18 REF.Article

STATIC DEFLECTIONS AND STRESSES IN SANDWICH BEAMS UNDER VARIOUS BOUNDARY CONDITIONSSHARMA SR; RAO DK.1982; J. MECH. ENG. SCI.; ISSN 0022-2542; GBR; DA. 1982; VOL. 24; NO 1; PP. 11-20; BIBL. 7 REF.Article

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