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CRITICAL LOADS OF BUILDINGS FRAMES = CHARGES CRITIQUES DES OSSATURES DE BATIMENTVAN LANGENDONCK T.1975; ASS. INTERNATION. PONTS CHARP., MEM.; SUISSE; DA. 1975; VOL. 35; NO 1; PP. 149-158; ABS. FR. ALLEM.; BIBL. 6 REF.Article

INELASTIC BUCKLING OF METAL BARSMAZZOLANI FM.1975; STAVEB. CAS.; CESKOSL.; DA. 1975; VOL. 23; NO 9; PP. 657-666; ABS. SLOVAQUE RUSSE; BIBL. 18REF.Article

DYNAMISCHE EINFLUESSE BEI DER SCHNITTKRAFTBESTIMMUNG IN STANDFESTEN BOEDEN. III. = INFLUENCES DYNAMIQUES LORS DE LA DETERMINATION DE LA FORCE ELASTIQUE DANS DES SOLS STABLESHEUMANN C.1975; BAUMASCH. U. BAUTECH.; DTSCH.; DA. 1975; VOL. 22; NO 12; PP. 489-498; ABS. ANGL. FR.; BIBL. 22 REF.Article

STABILITE DE PILES ALLONGEES AVEC DES SOLS HETEROGENES, SOUS L'ACTION D'UNE CHARGE AXIALE DISPERSEESNITKO NK.1977; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1977; NO 8; PP. 49-52; BIBL. 5 REF.Article

CALCUL DES FONDATIONS DANS LE SOL AVEC UTILISATION DE LA THEORIE NON LINEAIRE DE L'ELASTICITEKOPEJKIN VS.1976; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1976; NO 7; PP. 20-24; BIBL. 4 REF.Article

COUCHE ELASTIQUE AUTOUR DES CONSTRUCTIONS EN MILIEU COMPRESSIBLEBARBAKADZE V SH.1977; TRANSP. STROITEL.; S.S.S.R.; DA. 1977; NO 1; PP. 47-48Article

APPROXIMATE ELASTIC STRESSES IN PIPE JUNCTIONS WITH CHAMFER CORNERSUPDIKE DP.1981; J. PRESSURE VESSEL TECHNOL.; ISSN 0094-9930; USA; DA. 1981; VOL. 103; NO 1; PP. 107-111; BIBL. 2 REF.Article

SIMPLIFIED ELASTOPLASTIC ANALYSIS OF EARTHQUAKE RESISTANT MULTISTOREYED SHEAR WALL STRUCTURESKEINTZEL E.1975; INDIAN CONCR. J.; INDIA; DA. 1975; VOL. 49; NO 2; PP. 50-52; BIBL. 5 REF.Article

THE INFLUENCE OF FLANGED END CONSTRAINTS ON SMOOTH CURVED TUBES UNDER IN-PLANE BENDINGTHOMSON G; SPENCE J.1983; INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING; ISSN 0308-0161; GBR; DA. 1983; VOL. 13; NO 2; PP. 65-83; BIBL. 15 REF.Article

BENDING OF LAMINATED THICK BEAMS OF BIMODULAR MATERIALBERT CW; REBELLO CJ.1983; ENG. STRUCT.; ISSN 0141-0296; GBR; DA. 1983; VOL. 5; NO 3; PP. 227-231; BIBL. 15 REF.Article

SHEAR LOADING OF PAD REINFORCED NOZZLES IN SPHERICAL PRESSURE VESSELS. A THEORETICAL INVESTIGATIONHSU IM; KETTLEWELL J; GILL SS et al.1980; INT. J. PRESS. VESSELS PIPING; ISSN 0308-0161; GBR; DA. 1980; VOL. 8; NO 6; PP. 461-486; BIBL. 17 REF.Article

EFFECTIVE TORSIONAL STIFFNESS OF EQUIVALENT BEAMS.FRASER DJ.1976; J. AMER. CONCR. INST.; U.S.A.; DA. 1976; VOL. 73; NO 10; PP. 573-576; BIBL. 8 REF.Article

PARAMETRES DETERMINANT LA SORTIE DE LA ZONE D'ELASTICITE D'UNE CONSTRUCTIONGODZEVICH EH V.1982; IZV. VYSS. UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1982; NO 5; PP. 37-41; BIBL. 7 REF.Article

ROTIERENDE PRESSVERBAENDE BEI REIN ELASTISCHER BEANSPRUCHUNG = MONTAGES A LA PRESSE TOURNANTS AVEC DES SOLLICITATIONS PUREMENT ELASTIQUESKOLLMANN FG.1981; KONSTRUKTION; DEU; DA. 1981; VOL. 33; NO 6; PP. 233-239; BIBL. 8 REF.Article

ESSAIS SUR LE COMPORTEMENT POST ELASTIQUE DE POUTRE EN BETON ARMEWOLOWICKI W.1977; ARCH. INGYNIER. LAD.; POLSKA; DA. 1977; VOL. 23; NO 4; PP. 419-436; ABS. RUSSE ANGL.; BIBL. 1 P.Article

A DESIGN PROCEDURE FOR PAD REINFORCED FLUSH NOZZLES IN SPHERICAL PRESSURE VESSELS.KANNAS A; KITCHING R; GILL SS et al.1978; INTERNATION. J. PRESS. VESSELS PIPGS; GBR; DA. 1978; VOL. 6; NO 2; PP. 147-153; BIBL. 7 REF.Article

INELASTIC DYNAMIC ANALYSIS OF TUBULAR OFFSHORE STRUCTURES.MARSHALL PW; GATES WE; ANAGNOSTOPOULOS S et al.1977; IN: ANNU. OFFSHORE TECHNOL. CONF. 9. PROC.; HOUSTON, TEX.; 1977; DALLAS, TEX.; OFFSHORE TECHNOL. CONF.; DA. 1977; VOL. 3; PP. 235-246; BIBL. 19 REF.Conference Paper

ASSOCIATION INTERNATIONALE DE L'ETANCHEITE. JOURNEES D'ETUDES CONSACREES A DES PROBLEMES D'ACTUALITE EN MATIERE D'ETANCHEITE BITUMINEUSE; VENISE; 1977. THEORIE DU TRAVAIL ELASTIQUE D'UN REVETEMENT D'ETANCHEITE DANS UN SYSTEME DE TOITUREMEYNARD.1977; REV. GEN. ETANCH. ISOL.; FR.; DA. 1977; VOL. 29; NO 108; PP. 14-18Article

CIRCULAR MATS UNDER ARBITRARY LOADING = RADIERS CIRCULAIRES SOUMIS A UNE CHARGE ARBITRAIREAJOY BANERJEE; JANKOV ZD.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 10; PP. 2133-2145; BIBL. 7REF.Article

LIFTING OF HEAVY ELASTIC SHEET = LEVAGE D'UNE FEUILLE ELASTIQUE LOURDEWANG CY.1983; J. ENG. MECH.; USA; DA. 1983; VOL. 109; NO 1; PP. 47-53; BIBL. 2 REF.Article

STRESSES IN AN INTERNALLY PRESSURIZED THIN RECTANGULAR PRISMATIC DUCTHOLLAND M.1983; PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS. PART C: MECHANICAL ENGINEERING SCIENCE; ISSN 514861; GBR; DA. 1983-03; VOL. 197; PP. 71-73Article

SOME ASPECTS CONCERNING MODERN EFFICIENT METHODS OF DEFINING INTERNAL DAMPINGFOCSA G; STRAT L.1980; BUL. INST. POLITEH. IASI, 5; ISSN 0373-3270; ROM; DA. 1980; VOL. 26; NO 1-2; PP. 23-28; ABS. RUM; BIBL. 6 REF.Article

DECOMPOSITION IN OPTIMUM STRUCTURAL DESIGN = CALCUL OPTIMAL DES STRUCTURES PAR DECOMPOSITION EN SOUS-PROBLEMESKIRSCH U; MOSES F.1979; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1979; VOL. 105; NO 1; PP. 85-100; BIBL. 10 REF.Article

ELASTIC ANALYSIS OF CONCRETE BRIDGES AND THE ULTIMATE LIMIT STATE.CLARK LA.1977; HIGHWAY ENGR; G.B.; DA. 1977; VOL. 24; NO 10; PP. 22-24; BIBL. 7 REF.Article

OPTIMUM LEAST-COST DESIGN OF A TRUSS ROOF SYSTEM.THOMAS HR JR; BROWN DM.1977; COMPUTERS AND STRUCT.; G.B.; DA. 1977; VOL. 7; NO 1; PP. 13-22; BIBL. 20 REF.Article

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