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PROBLEME DE STABILITE DES BARRES COMPRIMEES ET INCURVEES, COMPTE TENU DE LA DEFORMATION DUE A LA TORSIONZORYIJ LM; OSTAPOVICH BS.1974; DOP. AKAD. NAUK U.R.S.R., A; S.S.S.R.; DA. 1974; VOL. 36; NO 7; PP. 614-616; ABS. ANGL. RUSSE; BIBL. 2 REF.Article

TRAVE AD ANIMA PIENA PRESOLLECITATA DA UN TIRANTE PRETESO IN CAMPO ELASTO-PLASTICO, TIPO I. = POUTRE A AME PLEINE PRECONTRAINTE PAR UN TIRANT PRETENSIONNE DANS LE DOMAINE ELASTOPLASTIQUE TYPE ITOCHACEK M; ROSENKRANZ B.1975; COSTR. METAL.; ITAL.; DA. 1975; VOL. 27; NO 3; PP. 136-144; ABS. ANGL.; BIBL. 16 REF.Article

CONSIDERATIONS SUR LE CALCUL DANS LE DOMAINE PLASTIQUE DES POUTRES METALLIQUES PRETENSIONNEES.PRECUPANU D.1974; INST. CONSTR. BUCURESTI, BUL. STI.; ROMAN.; DA. 1974; VOL. 17; PP. 75-81; ABS. ROUM. RUSSE; BIBL. 2 REF.Article

EFFECT OF GEOMETRICAL NONLINEARITY ON THE DESIGN OF FULLY STRESSED CANTILEVER I-BEAMS. = EFFET DE LA NON LINEARITE GEOMETRIQUE SUR LA CONCEPTION DE POUTRES CANTILEVER EN I COMPLETEMENT CONTRAINTESPRATHAP G; VARADAN TK.1975; J. APPL. MECH.; U.S.A.; DA. 1975; VOL. 42; NO 2; PP. 506-507Article

EFFECTIVE WIDTHS IN PRESTRESSED SINGLE T-BEAMSADEKOLA AO.1981; J. STRAIN ANAL. ENG. DES.; ISSN 0309-3247; GBR; DA. 1981; VOL. 16; NO 2; PP. 79-83; BIBL. 2 REF.Article

CALCUL DE LA RESISTANCE AU CHOC ET PROPRIETES DES PETITES VIBRATIONS D'UN TIRANT A PLUSIEURS ETAISGAJDAROV YU V; GOLUBEV AA.1976; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1976; VOL. 19; NO 1; PP. 41-46; BIBL. 12 REF.Article

DYNAMIC COEFFICIENT OF AN ELASTICALLY SUPPORTED, PRE-STRESSED BEAM.CHONAN S.1978; INGR-ARCH.; DTSCH.; DA. 1978; VOL. 47; NO 3; PP. 187-196; ABS. ALLEM.; BIBL. 11 REF.Article

DISTRIBUZIONI OTTIMALI DI ARMATURE DI PRECOMPRESSIONE IN TRAVI-PARETE DI CALCESTRUZZO. = DISTRIBUTION OPTIMALE DE L'ARMATURE DE PRECONTRAINTE DANS UNE POUTRE EPAISSEMODENA C.1975; G. GENIE CIV.; ITAL.; DA. 1975; VOL. 113; NO 1-3; PP. 59-66; ABS. FR. ANGL. ALLEM.; BIBL. 4 REF.Article

SYNTHESE DES SYSTEMES OPTIMAUX DE TIGES METALLIQUES PRECONTRAINTESMIKHAJLISHCHEV V YA.1975; PRIKL. MEKH., U.S.S.R.; S.S.S.R.; DA. 1975; VOL. 11; NO 1; PP. 106-111; BIBL. 7 REF.Article

PLASTIC WAVE PROPAGATION IN A CIRCULAR CYLINDRICAL RODSWEGLE JW; TING TCT.1982; J. APPL. MECH.; ISSN 0021-8936; USA; DA. 1982; VOL. 49; NO 1; PP. 253-256; BIBL. 14 REF.Article

PLANCHERS - POUTRELLES PRECONTRAINTESMONCEF GHORBAL.1982; REVUE TUNISIENNE DE L'EQUIPEMENT; ISSN 503584; TUN; DA. 1982; VOL. 11; NO 42; PP. 52-55Article

OPTIMISATION DE LA PRE-TENSION ET PRE-COMPRESSION DES POUTRESDREWNOWSKI S; MARKS W.1977; ARCH. INZYNIER. LAD.; POLSKA; DA. 1977; VOL. 23; NO 4; PP. 593-608; ABS. RUSSE ANGL.; BIBL. 2 REF.Article

SPATIAL BIFURCATION OF A PRESTRESSED RODVIELSACK P.1982; J. APPL. MECH.; ISSN 0021-8936; USA; DA. 1982; VOL. 49; NO 2; PP. 443-444; BIBL. 2 REF.Article

RESPONSE OF SIMPLE SPANS TO MOVING MASS LOADSWILSON JF.1973; A.I.A.A.J., NEW YORK; U.S.A.; DA. 1973; VOL. 11; NO 1; PP. 4-5; BIBL. 4 REF.Serial Issue

TORSION OF PRETWISTED BEAMS DUE TO AXIAL LOADINGROSEN A.1981; J. APPL. MECH.; ISSN 0021-8936; USA; DA. 1981; VOL. 48; NO 3; PP. 679-681; BIBL. DISSEM.Article

CONSTITUTIVE EQUATIONS FOR CURVED AND TWISTED, INITIALLY STRESSED ELASTIC RODSWHITMAN AB; COHEN H.1978; ACTA MECH.; AUT; DA. 1978; VOL. 30; NO 3-4; PP. 237-257; ABS. GER; BIBL. 18 REF.Article

OPTIMUM DESIGN OF PRESTRESSED BEAMSKIRSCH U.1972; COMPUTERS AND STRUCT.; G.B.; DA. 1972; VOL. 2; NO 4; PP. 573-583; BIBL. 5 REF.Serial Issue

PLASTIC TORSION AND TENSION OF NATURALLY UNIFORMLY TWISTED BARSZYCZKOWSKI M; GALOS M.1972; ARCH. MECH.; POLAND; DA. 1972; VOL. 24; NO 5-6; PP. 1039-1055; ABS. POL. RUSSE; BIBL. 12 REF.Serial Issue

THE EXTENSIBLE ELASTICA OF A PRESTRESSED BEAM WITH ARBITRARY BOUNDARY CONDITIONSKOWALCZYK K; KRASINSKI M.1983; INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES; ISSN 0020-7403; GBR; DA. 1983; VOL. 25; NO 6; PP. 387-395; BIBL. 7 REF.Article

TRAVATA METALLICA RETICOLARE PRESOLLECITATA = POUTRE METALLIQUE EN TREILLIS PRESOLLICITEEGHINASSI G.1974; COSTR. METAL.; ITAL.; DA. 1974; VOL. 26; NO 3; PP. 154-159; ABS. ANGLArticle

OPTIMIERUNG DER ABMESSUNGEN VORGESPANNTER STAHLVOLLWANDTRAEGER. = OPTIMISATION DES DIMENSIONS DE POUTRES METALLIQUES PRECONTRAINTESFERJENCIK P.sdIN: ASSOC. INT. PONTS CHARPENTES. CONGR. 10. RAPP. PRELIM.; TOKYO; 1976; HONGGERBERG; ASSOC. INT. PONTS CHARPENTES; DA. S.D.; VOL. 3; PP. 129-134; ABS. ANGL. FR.; BIBL. 5 REF.Conference Paper

Truss design: two loading conditions with prestress = Conception de treillis: deux conditions de chargement et la précontrainteSPILLERS, W. R; LEVY, R.Journal of structural engineering (New York, NY). 1984, Vol 110, Num 4, pp 677-687, issn 0733-9445Article

ANALYSIS OF STRESS IN A PRE-TENSIONED T BEAM WITH MIXED ANCHORAGE. = ANALYSE DES CONTRAINTES DANS UNE POUTRE PRETENDUE AVEC ANCRAGE MELANGERONCA P.1974; COSTR. CEMENTO ARMATO; ITAL.; DA. 1974; NO 11; PP. 259-269; BIBL. 12 REF.Article

LA PRECONTRAINTE DANS LE BATIMENTFUENTES A.1983; ; FRA; PARIS: EYROLLES; DA. 1983; X-146 P.; 25 CMBook

MESURES DE FLUAGE DE LONGUE DUREE SUR LES ELEMENTS FLECHISNUNG ZT.1981; ANN. INST. TECH. BATIM. TRAV. PUBLICS; ISSN 0020-2568; FRA; DA. 1981; NO 395; PP. 59-63Article

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