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FIFTY-YEAR DEVELOPMENT: CONSTRUCTION OF STEEL ARCH BRIDGESHOLLINGSWORTH WF.1975; PROC. AMER. SOC. CIV. ENGRS, J. CONSTR. DIV.; U.S.A.; DA. 1975; VOL. 101; NO NO 1; PP. 85-103; BIBL. 1 P.Article

WELDED DESIGN TRIMS COST OF LONGEST TIED-ARC BRIDGE = REDUCTION DES FRAIS GRACE A LA CONSTRUCTION SOUDEE LORS DE LA CONSTRUCTION D'UN PONT EN ARC1975; WELDG DESIGN FABRIC; U.S.A.; DA. 1975; VOL. 48; NO 8; PP. 55-57Article

RESPONSE OF FIXED ARCHES UNDER SEISMIC FORCESTHAKKAR SK; ARYA AS.1975; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; INDIA; DA. 1975; VOL. 55; NO 5-6; PP. 189-195; BIBL. 7REF.Article

SIMPLIFIED DYNAMIC DESIGN OF ARCHES FOR EARTHQUAKE MOTIONSARYA AS; THAKKAR SK.1975; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; INDIA; DA. 1975; VOL. 55; NO 5-6; PP. 179-185; BIBL. 8REF.Article

L'AZIONE DEI CARICHI TORCENTI NEI PONTI A VOLTA SOTTILE E TRAVE IRRIGIDENTE = ACTION DES CHARGES DE TORSION DANS LES PONTS EN ARC A TABLIER SUPERIEUR A VOILE MINCE RAIDIPALAZZO B.1975; G. GENIO CIV.; ITAL.; DA. 1975; VOL. 113; NO 4-6; PP. 141-155; ABS. FR. ANGL. ALLEM.; BIBL. 10REF.Article

LONG-TIME OBSERVATION OF THE ARRABIDA BRIDGE. FIFTEEN YEARS OF ACTIVITYMARECOS J.1973; LAB. NACION. ENGRIA CIV., MEM.; PORTUG.; DA. 1973; NO 426; PP. 1-17; ABS. PORTArticle

HOLLOW SPANDRELS IN ARCH BRIDGES: A HISTORICAL STUDYRUDDOCK EC.1974; STRUCT. ENGR; G.B.; DA. 1974; VOL. 52; NO 8; PP. 281-293; BIBL. 76 REF.Article

RIGIDITY OF STRUCTURES AGAINST AERODYNAMIC FORCESVAN DER PUT ITACM.1976; ASS. INTERNATION. PONTS CHARP., MEM.; SUISSE; DA. 1976; VOL. 36; NO 1; PP. 189-196; ABS. FR. ALLEM.; BIBL. 11 REF.Article

THE WIDENING OF HUTTON RUDBY BRIDGEREAY GC.1976; HIGHWAY ENGR; G.B.; DA. 1976; VOL. 23; NO 3; PP. 18-21Article

INSTABILITE DES STRUCTURES SPATIALES: ETUDE DU DEVERSEMENT DES ARCS ET DETERMINATION DE LEUR CHARGE DE RUINE PAR INSTABILITE TRANSVERSALELANGOHR R.1975; AO-CNRS-11764; FR.; DA. 1975; PP. 1-149; BIBL. 9REF.; (THESE DOCT. ING.; PARIS VI)Thesis

CALCUL D'UN PONT SUR LA RIVIERE OHRE PRES DE LOKET/OEHREVRZAK J; BATAL I.1975; INZ. STAVBY; CESKOSL.; DA. 1975; VOL. 23; NO 9; PP. 433-439; ABS. RUSSE ALLEM. ANGL.Article

DIE HOKOWAZU-BRUECKE IN JAPAN, EIN STAHLBETONBOGEN IM FREIEN VORBAU. = LE PONT DE HOROWAZOU AU JAPON, PONT EN ARC EN BETON ARME CONSTRUIT EN ENCORBELLEMENTIGARASHI T.1976; BAUINGENIEUR; DTSCH.; DA. 1976; VOL. 51; NO 8; PP. 281-284; BIBL. 2 REF.Article

UN ELEGANTE SOVRAPASSO STRADALE IN GERMANIA = UN ELEGANT PONT ROUTE EN ALLEMAGNETHOMASS S.1976; INDUSTR. ITAL. CEMENTO; ITAL.; DA. 1976; VOL. 46; NO 1; PP. 11-18; H.T. 4; ABS. FR. ANGL. ALLEM.Article

MILWAUKEE'S HARBOR BRIDGE = LE NOUVEAU PONT DU PORT DE MILWAUKEE1976; WELDG J.; U.S.A.; DA. 1976; VOL. 55; NO 5; PP. 402-404Article

PONT SUR LE CANAL ALBERT A HERENTALS (BELGIQUE)FAEMS L.1975; ACIER STAHL STEEL; FR.; DA. 1975; VOL. 40; NO 10; PP. 327-329Article

PONT SUR L'OHIO A NEWPORT, KENTUCKY, U.S.A.ALBERT DS; SYLVESTRAK SJ.1976; ACIER STAHL STEEL; FR.; DA. 1976; VOL. 41; NO 6; PP. 221-226Article

ENGINEERING GEOLOGY OF THE PROPOSED SNAKE RIVER BRIDGE SITE NEAR TWIN FALLS, IDAHOOLMSTED TL.sdIN: PROC. 10TH ANNU. ENG. GEOL. SOILS ENG. SYMP.; MOSCOW, IDAHO; 1972; S.L.; UNIV. IDAHO; DA. S.D.; PP. 43-54; BIBL. 7 REF.; 4 ILL.Conference Paper

THE DESIGN AND CONSTRUCTION OF BURTON BRIDGEMALLOY RB; DAVIES DJ.1975; CANAD. J. CIV. ENGNG; CANADA; DA. 1975; VOL. 2; NO 2; PP. 209-240; ABS. FR.; BIBL. 16 REF.Article

CONCEPTION DES PONTSGRATTESAT G.1976; PARIS; TECH. ING.; DA. 1976; VOL. C615; PP. (22 P.); BIBL. 38 REF.; (CONSTR. C 75)Miscellaneous

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