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FIFTY-YEAR DEVELOPMENT CONSTRUCTION OF STEEL GIRDER BRIDGES = CINQUANTE ANS DE DEVELOPPEMENT DE LA CONSTRUCTION DES PONTS POUTRES EN ACIERBURROUGHS EA.1975; PROC. AMER. SOC. CIV. ENGRS, J. CONSTR. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 3; PP. 463-475; BIBL. 3REF.Article

IRREGULAR SUPPORTS AND SKEW DIAPHRAGMS OF BOX GIRDERSKRISTEK V.1974; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 5; PP. 917-931; BIBL. 10 REF.Article

STEEL BOX-GIRDER BRIDGES-ULTIMATE STRENGTH CONSIDERATIONSCORRADO JA; MEYER C; NISHANIAN J et al.1974; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 12; PP. 2433-2448; BIBL. 2 P.1/2Article

SU ALCUNI FONDAMENTALI CRITERI DI PROGETTAZIONE DI TRAVATE DA PONTE A CASSONE IN LAMIERA IRRGIDITA. I = QUELQUES CRITERES FONDAMENTAUX POUR LE PROJET DE POUTRES DE PONT EN CAISSON RAIDIES. IDE MIRANDA F; MELE M.1972; COSTR. METAL.; ITAL.; DA. 1972; VOL. 24; NO 6; PP. 417-430; ABS. ANGL.; BIBL. 49 REF.Serial Issue

SEMI-ANALYTIC SOLUTION OF SKEW BOX GIRDER BRIDGES = SOLUTION SEMI-ANALYTIQUE POUR LES PONTS A POUTRE-CAISSON OBLIQUESBROWN TG; GHALI A.1975; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1975; VOL. 59; NO 2; PP. 487-500; BIBL. 10REF.Article

ANALYSIS OF CONTINUOUS BRIDGES, USING GENERALISED COMPUTER PROGRAMMESSAHA GP.1975; INDIAN CONCR. J.; INDIA; DA. 1975; VOL. 49; NO 11; PP. 336-343; BIBL. 10 REF.Article

EMERGENCY BRIDGE REPAIR IN MINNESOTAPALMER RA.1974; J. PRESTRES. CONCR. INST.; U.S.A.; DA. 1974; VOL. 19; NO 1; PP. 73-75Article

ANALYSIS OF MULTI-BEAM SLABSLEE DN.1973; INTERNATION. J. SOLIDS STRUCT.; G.B.; DA. 1973; VOL. 9; NO 4; PP. 495-506; ABS. RUSSE; BIBL. 8 REF.Serial Issue

STABILITA TLACENEHO PASU SPOJITYCH KOMURKOVYCH MOSTU V OBLASTI NEGATIVNICH MOMENTU = STABILITE DE LA MEMBRURE COMPRIMEE DE PONTS A POUTRES CAISSON CONTINUES DANS LA REGION DU MOMENT NEGATIFPECHAR J.1976; INZ. STAVBY; CESKOSL.; DA. 1976; VOL. 24; NO 4; PP. 212-214; ABS. RUSSE ANGL. ALLEM.; BIBL. 4 REF.Article

REMEDIAL MEASURES FOR CRACKED WEBS OF PRESTRESSED CONCRETE BRIDGESDILGER WH; AMIN GHALI.1974; J. PRESTRES. CONCR. INST.; U.S.A.; DA. 1974; VOL. 19; NO 4; PP. 76-85; BIBL. 1 REF.Article

SUL CALCOLO DEI PONTI A CASSONE MONOCELLULARE A PROFILO DEFORMABILE = CALCUL DES PONTS A CAISSON MONOCELLULAIRE ET PROFIL DEFORMABLECABRERA FM; MENNI C; RAMPI G et al.1975; COSTR. CEMENTO ARMATO; ITAL.; DA. 1975; NO 12; PP. 47-83; BIBL. 26REF.Article

SKEW AND ELEVATED SUPPORT EFFECTS ON CURVED BRIDGESFUNKHOUSER DW; HEINS CP.1974; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 7; PP. 1379-1396; BIBL. 14 REF.Article

THEORETICAL ANALYSIS OF CURVED GIRDER BRIDGESDOUGLAS TR; GAMBRELL SC JR.1974; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 5; PP. 991-1003; BIBL. 15 REF.Article

POST-TENSIONED BRIDGE SLABS = DALLES DE PONT POST-TENDUESRAWLES RH JR.sdIN: AM. SOC. CIV. ENG. ANNU. NATL. ENVIRON. ENG. MEET.; HOUSTON, TEX.; 1972; S.L.; AM. SOC. CIV. ENG.; DA. S.D.; VOL. 1806; PP. 1-8Conference Paper

CALCUL DES PONTS A POUTRES CONTINUES DE SYSTEMES REGULIER OU IRREGULIER SUBISSANT UNE CHARGE INSTANTANEEKOZHUSHKO VP.1982; IZV. VYSS. UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1982; NO 5; PP. 118-122; BIBL. 3 REF.Article

DETERMINATION DE LA LARGEUR DE LA DALLE COOPERANT AVEC UNE CONCENTRATION CENTRALE ET TRANSVERSALE DE PONTS MULTIPOUTRES BASEE SUR DES EXEMPLES REELSKORESLKI J; SYGULA S.1975; ZESZ. NAUK. POLITECH. GDANSK., BUDOWNICTWO LADOWE; POLSKA; DA. 1975; NO 27; PP. 203-218; ABS. ANGL. RUSSE; BIBL. 1P.1/2Article

GIANT PRECAST PRESTRESSED GIRDER BRIDGE ERECTED USING SPECIAL LAUNCHING TECHNIQUEGENTILINI B; GENTILINI L.1974; J. PRESTRES. CONCR. INST.; U.S.A.; DA. 1974; VOL. 19; NO 3; PP. 18-29Article

REUSSBRUECKE WASSEN = LE PONT DE WASSEN SUR LA REUSSLUTHI P.1974; STRASSE U. VERKEHR; SCHWEIZ; DA. 1974; VOL. 60; NO 3; PP. 114-115Article

ROCADE PERIPHERIQUE DE L'AGGLOMERATION BORDELAISE. SECTION DU C.D.1 AU PONT SUSPENDU. LE PONT SUR LE LACMARTINAND C; BOTTARO M; CORNET D et al.1972; TRAVAUX; FR.; DA. 1972; NO 453; PP. 31-34Serial Issue

SPREIDING VAN VOORSPANKRACHTEN BIJ BALKBRUGGEN = REPARTITION D'UNE FORCE DE PRECONTRAINTE DANS UN PONT A POUTRES MULTIPLESMORTELMANS F; VAN GEMERT D.1971; ANN. TRAV. PUBLICS BELG.; BELG.; DA. 1971; NO 5; PP. 273-320; H.T. 79; ABS. FRSerial Issue

NOUVEAU TYPE DE PONT A TRAVEES CONTINUES ET A STRUCTURE COMPOSITE ACIER-BETONFRIED A.1974; ACIER STAHL STEEL; FR.; DA. 1974; VOL. 39; NO 11; PP. 482-486Article

VIBRATIONS DE POUTRE SUR APPUI DEFORMABLE SOUS CHARGE MOBILELANGER J; KLASZTORNY M.1974; ARCH. INZYNIER. LAD.; POLSKA; DA. 1974; VOL. 20; NO 2; PP. 255-264; ABS. RUSSE ANGL.; BIBL. 12 REF.Article

AUTOMATED INFLUENCE LINES FOR BOX-GIRDER BRIDGES WITH PARABOLIC SOFFITS = LIGNES D'INFLUENCE AUTOMATIQUES POUR LES PONTS A POUTRES A CAISSONS AVEC INTRADOS DE VOUTE PARABOLIQUESBANGASH Y.1974; COMPUTERS AND STRUCT.; G.B.; DA. 1974; VOL. 4; NO 6; PP. 1297-1311; BIBL. 7 REF.Article

FINITE ELEMENT ANALYSIS OF BOX AND PLATE GIRDER BRIDGES.MOORE TA; CARR AJ.sdIN: FINITE ELEM. METHODS ENG. INT. CONF. PROC.; ADELAIDE, AUST.; 1976; S.L.; DA. S.D.; PP. 5.1-5.15; BIBL. 9 REF.Conference Paper

INPLANE STRESSES IN END DIAPHRAGMS OF BOX GIRDER BRIDGES = CONTRAINTES DANS LE PLAN DANS LES DIAPHRAGMES DE PONTS EN POUTRE CAISSONBHATT P; BESHARA AW.1980; J. INST. ENG., INDIA, CIV. ENG. DIV.; ISSN 0373-1995; IND; DA. 1980; VOL. 61; NO 2; PP. 103-109; BIBL. 7 REF.Article

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