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CALCUL DE SYSTEMES SUSPENDUS A DEUX BANDES TENANT COMPTE DE L'ELASTICITE DES CONSTRUCTIONS DE SUPPORTDRAGANOV N.1977; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1977; NO 11; PP. 21-26; BIBL. 2 REF.Article

EFFECTS OF SHEAR DEFORMATION ON VERTICAL AND HORIZONTAL BENDING IN SUSPENSION BRIDGES.KOMATSU S; NISHIMURA N.1976; TECHNOL. REP. OSAKA UNIV.; JAP.; DA. 1976; VOL. 26; NO 1304; PP. 311-328; BIBL. 7 REF.Article

PREFABRICATED PARALLEL WIRE STRAND METHOD (PWS METHOD).KOBAYASHI K; NISHIKAWA Y.1976; NIPPON STEEL TECH. REP. OVERSEAS; JAP.; DA. 1976; NO 8; PP. 83-89Article

CABLE-STAYED VERSUS CLASSICAL SUSPENSION BRIDGE.PODOLNY W JR.1976; PROC. AMER. SOC. CIV. ENGRS, TRANSPORT. ENGNG J. A.S.C.E.; U.S.A.; DA. 1976; VOL. 102; NO 2; PP. 291-311; BIBL. 16 REF.Article

LINKS IN A CHAIN: THE DEVELOPMENT OF SUSPENSION BRIDGES 1801-70 = MAILLONS FORMANT UNE CHAINE: LE DEVELOPPEMENT DES PONTS SUSPENDUS POUR LA PERIODE 1801-70KEMP EL.1979; STRUCT. ENGR, A; GBR; DA. 1979; VOL. 57; NO 8; PP. 255-263; BIBL. 37 REF.Article

LE CALCUL DU TROISIEME ORDRE DE PONTS SUSPENDUS A TROIS TRAVEES AVEC POUTRES DE RAIDISSEMENT CONTINUESBUCA I; NICULAI I.1976; INST. CONSTR. BUCURESTI, BUL. STI.; ROMAN.; DA. 1976; VOL. 19; PP. 67-91; ABS. ALLEM. RUSSE; BIBL. 13 REF.Article

BERECHNUNG VON SEILKOEPFEN ZUR VERANKERUNG PATENTVERSCHLOSSENER DRAHTSEILE. = CALCUL DES TETES D'ANCRAGE DES CABLES A EXTREMITE BREVETEEKRUGER U.1977; BAUNINGENIEUR; DTSCH.; DA. 1977; VOL. 52; NO 3; PP. 105-111; BIBL. 7 REF.Article

METHODE DE REGULATION DE LA TENSION DES CABLES DES PONTS NIELSENSHINKE T; HIRONAKA K; ZUI H et al.1977; "R. AND D.", KOBE STEEL ENGNG REP.; JAP.; DA. 1977; VOL. 27; NO 1; PP. 70-74; ABS. ANGL.; BIBL. 2 REF.Article

NEW CONSTRUCTION METHODS FOR SUSPENSION BRIDGE CABLES.TSUYAMA S; SUGITA T; KIHARA T et al.1976; NIPPON STEEL TECH. REP. OVERSEAS; JAP.; DA. 1976; NO 8; PP. 73-82; BIBL. 4 REF.Article

L'ALUMINIUM TRAIT D'UNION ENTRE LE BUGEY ET LE DAUPHINE.1977; REV. ALUMIN.; FR.; DA. 1977; NO 468; PP. 567-568Article

ADVANCES IN TECHNIQUES FOR DETERMINING THE AEROELASTIC CHARACTERISTICS OF SUSPENSION BRIDGES.RICHARDSON JR.1977; IN: INT. CONF. WIND EFFECTS ON BUILD. AND STRUCT. 4. PROC.; HEATHROW; 1975; CAMBRIDGE; CAMBRIDGE UNIV. PRESS; DA. 1977; PP. 251-277 (15P.); BIBL. 7 REF.Conference Paper

HISTORY AND ESTHETICS IN SUSPENSION BRIDGES.BILLINGTON DP.1977; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 8; PP. 1655-1672; BIBL. 17 REF.Article

LE PONT DE SHIN-OOHASHI POUR LE GOUVERNEMENT METROPOLITAIN DE TOKYO1977; ISHIKAWAJIMA-HARIMA ENGNG REV.; JAP.; DA. 1977; VOL. 17; NO 2; PP. 184-192; ABS. ANGL.; BIBL. 3 REF.Article

DUAL LINE AERIAL CROSSING SOLVES PROBLEM FOR TEXAS PIPELINE CO.1979; PIPE LINE INDUSTRY; USA; DA. 1979; VOL. 50; NO 4; PP. 58-59Article

RESPONSE OF SUSPENSION BRIDGES TO STORM WINDS.SCANLAN RH.1977; IN: ADV. CIV. ENG. THROUGH ENG. MECH. ANNU. SPEC. CONF. 2. PROC.; RALEIGH, N.C.; 1977; NEW YORK; AMER. SOC. CIV. ENG.; DA. 1977; PP. 234-237; BIBL. 1 P. 1/2Conference Paper

VERIFICATION DE LA STABILITE AERODYNAMIQUE DES PONTS ET PASSERELLES SUSPENDUSKAZAKEVICH MI; KRAVTSOV MM; POPOV V YU et al.1976; STROITEL. MEKH. RASCHET SOORUZH.; S.S.S.R.; DA. 1976; NO 6; PP. 45-48; BIBL. 5 REF.Article

DIE DONAUBRUECKE REGENSBURG-SCHWABELWEIS = THE DANUBE-BRIDGE REGENSBURG-SCHWABELWEISCARL J; HILBERS FJ; MEYER H et al.1982; STAHLBAU; DEU; DA. 1982-01; VOL. 51; NO 1; PP. 1-7Article

REPONSE SISMIQUE DES PONTS SUSPENDUS EN RELATION AU GLISSEMENT DU CABLE A L'EXTREMITE DE LA TOURNAMITA Y; NAKANISHI H; NAGATA K et al.1982; "R. AND D." KOBE STEEL ENG. REP.; ISSN 508292; JPN; DA. 1982; VOL. 32; NO 4; PP. 15-19; ABS. ENG; BIBL. 8 REF.Article

NON LINEAR STATIC ANALYSIS OF CABLE-STAYED BRIDGE STRUCTURESFLEMING JF.1979; COMPUTERS AND STRUCT.; GBR; DA. 1979; VOL. 10; NO 4; PP. 621-635; BIBL. 10 REF.Article

DYNAMIC BEHAVIOR OF CABLE STAYED BRIDGES.EGESELI EA; FLEMING JF.1976; IN: INT. SYMP. EARTHQUAKE STRUCT. ENG. PROC.; ST. LOUIS, MO.; 1976; ROLLA, MO.; UNIV. MISSOURI-ROLLA; DA. 1976; VOL. 1; PP. 59-72; BIBL. 7 REF.Conference Paper

METHODE PRATIQUE D'ESTIMATION DE LA TEMPERATURE MOYENNE DU CABLE DURANT SON ERECTIONSHINKE T; ZUI H; OHTANI O et al.1982; "R. AND D." KOBE STEEL ENG. REP.; ISSN 508292; JPN; DA. 1982; VOL. 32; NO 4; PP. 9-14; ABS. ENG; BIBL. 2 REF.Article

MESURE DES TENSIONS DES CABLES DU PONT DE SHINOOHASHI POUR LE GOUVERNEMENT DE LA VILLE DE TOKYOMATSUZAWA T; KANAYA O.1978; ISHIKAWAJIMA-HARIMA ENGNG REV.; JAP.; DA. 1978; VOL. 18; NO 1; PP. 75-83; ABS. ANGL.; BIBL. 5 REF.Article

ANALYSIS AND TESTS OF SUSPENSION BRIDGE VIBRATIONS.ABDEL GHAFFAR AM; HOUSNER GW.1977; IN: ADV. CIV. ENG. THROUGH ENG. MECH. ANNU. SPEECH CONF. 2. PROC.; RALEIGH, N.C.; 1977; NEW YORK; AMER. SOC. CIV. ENG.; DA. 1977; PP. 502-505; BIBL. 2 REF.Conference Paper

SYMPOSIUM INTERNATIONAL SUR LES CONSTRUCTIONS EN FILS SOUPLESGAJDAROV YU V; ZABRODIN MP.1976; STROITEL. MEKH. RASCHET SOORUZH.; S.S.S.R.; DA. 1976; NO 3; PP. 62-64Article

A BASIC PARAMETER FOR OPTIMUM DESIGN OF ARCH AND SUSPENSION BRIDGES.HIRAI I; YOSHIMURA T.sdIN: ASSOC. INT. PONTS CHARPENTES. CONGR. 10. RAPP. PRELIM.; TOKYO; 1976; HOENGGERBERG; ASSOC. INT. PONTS CHARPENTES; DA. S.D.; PP. 143-148; ABS. FR. ALLEM.; BIBL. 3 REF.Conference Paper

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