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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

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

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

ETUDE EXPERIMENTALE DE LA MISE EN PLACE DES CABLES PRINCIPAUX DE PONT SUSPENDU DE GRANDE PORTEE1982; ISHIKAWAJIMA-HARIMA GIHO (ISHIKAWAJIMA-HARIMA ENGINEERING REVIEW); ISSN 0578-7904; JPN; DA. 1982; NO SPEC. 6; PP. 135-140; ABS. ENG; BIBL. 3 REF.Article

CONSIDERATION SUR LES JOINTS DES TOURS DE PONT SUSPENDUUEDA S; NAGATA T; KOBAYASHI H et al.1981; ISHIKAWAJIMA-HARIMA; ISSN 0578-7904; JPN; DA. 1981; VOL. 21; NO 2; PP. 145-151; ABS. ENG; BIBL. 9 REF.Article

ORIGINI DELLE TECNICHE COSTRUTTIVE DEI PONTI A SOSPENSIONI DI CATENE = ORIGINE ET PROCEDE DE CONSTRUCTION DE PONTS SUSPENDUS PAR CHAINESMESSINA C; PAOLINI L; SESTINI V et al.1979; COSTR. METAL.; ITA; DA. 1979; VOL. 31; NO 5; PP. 242-250; BIBL. 9 REF.Article

DER BRUECKENBAU. I. AUS DER GESCHICHTLICHEN ENTWICKLUNG DES BRUCKENBAUS. = LA CONSTRUCTION DES PONTS. I. LE DEVELOPPEMENT HISTORIQUE DE LA CONSTRUCTION DES PONTSZIMMER R.1977; METALLVERARBEITUNG; DTSCH.; DA. 1977; VOL. 31; NO 2; PP. 43-45; BIBL. 8 REF.Article

LE PONT DE GROSLEE EN MAI 1977.1977; REV. ALUMIN.; FR.; DA. 1977; NO 463; PP. 286-287Article

THE DEFLECTION THEORY OF CABLE-STAYED BRIDGE.DAS RS.1976; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; INDIA; DA. 1976; VOL. 56; NO 6; PP. 231-239; BIBL. 3 REF.Article

ERECTION DE CABLES POUR LE PONT D'INNOSHIMAMITAMURA T; AKIYAMA M; FUKUSHI A et al.1982; "R. AND D." KOBE STEEL ENG. REP.; ISSN 508292; JPN; DA. 1982; VOL. 32; NO 4; PP. 4-8; ABS. ENG; BIBL. 4 REF.Article

DYNAMIC ANALYSIS OF BRIDGE TOWER-PIER SYSTEMS BY SUBSTRUCTURE METHOD = ANALYSE DYNAMIQUE DE L'ENSEMBLE TOUR-PIEU PAR LA METHODE DE SOUS STRUCTUREBALENDRA T.1980; INST. J. MECH. SCI.; ISSN 0020-7403; GBR; DA. 1980; VOL. 22; NO 12; PP. 721-730; BIBL. 17 REF.Article

THE ESTIMATION OF EARTHQUAKE-GENERATED ADDITIONAL TENSION IN A SUSPENSION BRIDGE CABLE = L'ESTIMATION DE LA TRACTION ADDITIONNELLE DUE AU SEISME DANS UN CABLE DE PONT SUSPENDUIRVINE HM.1980; EARTHQUAKE ENGNG STRUCT. DYNAM.; GBR; DA. 1980; VOL. 8; NO 3; PP. 267-273; BIBL. 11 REF.Article

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