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A BRIDGE FOR MECCA = UN PONT POUR LA MECQUELE FEVRE B; DAOUK F.1980; CONCRETE (LOND.); ISSN 0010-5317; GBR; DA. 1980; VOL. 14; NO 12; PP. 12-16Article

DYNAMIC RESPONSE OF CURVED PLATE-GIRDER BRIDGES = REPONSE DYNAMIQUE DE PONTS POUTRES COURBESTESAR A.1982; ACTA TECHNICA CSAV (CESKOSL. AKAD. VED); ISSN 0001-7043; CSK; DA. 1982; VOL. 27; NO 4; PP. 412-442; BIBL. 10 REF.Article

SUMMARY OF CURVED STEEL BOX GIRDER STUDY = RESUME DE L'ETUDE DE POUTRES CAISSONS COURBES EN ACIERHALL DH.1980; J. CIV. ENG. DES.; USA; DA. 1980; VOL. 2; NO 3; PP. 239-246; BIBL. 3 REF.Article

ZUR BERECHNUNG SCHIEFER KASTENTRAEGERBRUECKEN. = CALCUL DES PONTS OBLIQUES REPOSANT SUR DES POUTRES CAISSONSPROFANTER H.1978; BAUTECHNIK; DTSCH.; DA. 1978; VOL. 55; NO 1; PP. 16-18; BIBL. 5 REF.Article

BRUECKE IM ZUGE DER F97 UEBER DIE REICHSBAHN BEI COTTBUSEINE SEHR SCHIEFE, VORGESPANNTE EINFELDPLATTE GROSSER STUETZWEITE = PONT SUR LE TRAJET DE ROUTE F. 97 AU-DESSUS DU CHEMIN DE FER A COTTBUS, UNE DALLE D'UN SEUL PANNEAU PRECONTRAINT, TRES OBLIQUE ET DE GRANDE PORTEEALBRECHT M; SCHMIDT G; PFLAUME C et al.1978; STRASSE; DDR; DA. 1978; VOL. 18; NO 8; PP. 274-278; BIBL. 5 REF.Article

RESPONSE OF CIRCULAR BRIDGE DECKS TO MOVING VEHICLES.RAMAKRISHNAN R; KUNUKKASSERIL VX.1977; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1977; VOL. 5; NO 4; PP. 377-394; BIBL. 15 REF.Article

STARK GEKRUEMMTE VERBUNDBRUECKE BEI KARLSTADT AM MAIN = PONT MIXTE FORTEMENT COURBE A KARLSTADT SUR LE MAINFREUDENBERG G.1980; STAHLBAU; DEU; DA. 1980; VOL. 49; NO 8; PP. 234-240; BIBL. 6 REF.Article

FINITE STRIP ANALYSIS OF CURVED COMPOSITE GIRDERS WITH INCOMPLETE INTERACTION = ANALYSE PAR BANDES FINIES DE POUTRES COMPOSITES COURBES AVEC INTERACTION INCOMPLETEARIZUMI Y; OSHIRO T; HAMADA S et al.1982; COMPUT. STRUCT.; ISSN 0045-7949; USA; DA. 1982; VOL. 15; NO 6; PP. 603-612; BIBL. 28 REF.Article

STATIC ANALYSIS OF ORTHOTROPIC CURVED BRIDGE DECKS = ANALYSE STATIQUE DE TABLIERS DE PONTS COURBES ORTHOTROPESANTI SEKHAR DEY; ANBU THOMAS SAMUEL.1980; COMPUT. STRUCT.; ISSN 0045-7949; USA; DA. 1980; VOL. 12; NO 2; PP. 161-166; BIBL. 12 REF.Article

CURVED I-GIRDER BRIDGE DESIGN RECOMMENDATIONS.1977; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 5; PP. 1137-1168; BIBL. 3 P.Article

DYNAMIC ANALYSIS OF A CURVED FLOATING BRIDGE.HOLAND I; LANGEN I; SIGBJORNSSON R et al.1977; I.A.B.S.E. PROC.; SWITZ.; DA. 1977; NO 5; PP. 1-16; ABS. FR. ALLEM.; BIBL. 20 REF.Article

MODEL STUDY OF HORIZONTALLY CURVED BOX GIRDER.FAM AMR; TURKSTRA C.1976; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 5; PP. 1097-1108; BIBL. 12 REF.Article

DIE GUTACHTALBRUECKE IM ZUGE DER B 31 TITISEE-NEUSTADT = LE PONT DE LA VALLEE DU GUTACH PRES DE TITISEE-NEUSTADT SUR LA ROUTE B 31WITTFOHT H; STEFFEN W.1983; BETON-STAHLBETONBAU; ISSN 0005-6650; DEU; DA. 1983; VOL. 78; NO 4; PP. 99-104; ABS. ENG; BIBL. 4 REF.Article

GEKRUEMMTE BALKENTRAEGERBRUECKEN OHNE DRILLSTEIFIGKEIT = PONTS COURBES A POUTRES SANS RIGIDITE DE TORSIONWIPPEL H.1982; BETON-STAHLBETONBAU; ISSN 0005-9900; DEU; DA. 1982; VOL. 77; NO 5; PP. 126-131; ABS. ENG; BIBL. 3 REF.Article

NATURAL FREQUENCY OF CURVED BOX GIRDER BRIDGES = FREQUENCES NATURELLES DES PONTS COURBES A POUTRE CAISSONHEINS CP; SAHIN MA.1979; PROV. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1979; VOL. 105; NO 12; PP. 2591-2600; BIBL. 8 REF.Article

ANALYSIS CRITERIA FOR CURVED BRIDGES.NAKAI H; HEINS CP.1977; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 7; PP. 1419-1427; BIBL. 14 REF.Article

DYNAMIC MODEL STUDIES OF THE RUCK-A-CHUCKY BRIDGEGODDEN WG; ASLAM M.sdAMERICAN SOCIETY OF CIVIL ENGINEERS. SPRING CONVENTION AND EXHIBIT/1978/PITTSBURGH PA; USA; DA. S.D.; PREPRINT 3210; 28 P.; BIBL. 6 REF.Conference Paper

DE BOVENBOUW VAN HET VIADUCT R7 = SUPERSTRUCTURE DU VIADUC R7STASSYNS CI.1979; ANN. TRAV. PUBLICS BELG.; BEL; DA. 1979; NO 4; PP. 369-381; ABS. FREArticle

A MACRO-ELEMENT ANALYSIS OF PRESTRESSED CURVED BOX-GIRDER BRIDGESJIROUSEK J; BOUBERGUIG A.1979; COMPUTERS AND STRUCT.; GBR; DA. 1979; VOL. 10; NO 3; PP. 467-482; BIBL. 9 REF.Article

AN APPROXIMATE METHOD FOR THE ANALYSIS OF BOX GIRDER BRIDGES THAT ARE CURVED IN PLAN = METHODE APPROCHEE POUR LE CALCUL DES PONTS COURBES A POUTRE CAISSONAL RIFAIE WN; EVANS HR.1979; I.A.B.S.E. PROC.; CHE; DA. 1979; NO 21; 15 P.; ABS. FRE/GERSerial Issue

CURVED STEEL BOX-GERDER BRIDGES: STATE OF THE ART = PONTS COURBES EN POUTRES CAISSONS METALLIQUES: ETAT DE LA QUESTION1978; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1978; VOL. 104; NO 11; PP. 1719-1739; BIBL. 106 REF.Article

ANALYSIS OF DISTORTIONAL STRESS IN CURVED I GIRDER BRIDGES.MARTIN TL; HEINS CP.1978; COMPUTER AND STRUCT.; GBR; DA. 1978; VOL. 8; NO 6; PP. 691-701; BIBL. 8 REF.Article

DIE LAETTENBRUECKE BEI GLATTFELDEN. = LE PONT DE LAETTEN PRES DE GLATTFELDERNHOFACKER H; JENNY FW; FIECHTER H et al.1977; SCHWEIZ. BAUZTG; SCHWEIZ; DA. 1977; VOL. 95; NO 26; PP. 448-453Article

VIBRATIONS OF CURVED SPANS FOR MASS TRANSIT = VIBRATIONS PRODUITES PAR LE TRAFIC SUR LES PORTEES INCURVEESJOSEPH TP; WILSON JF.1980; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; USA; DA. 1980; VOL. 106; NO 2; PP. 255-272; BIBL. 9 REF.Article

CALCUL DYNAMIQUE DES STRUCTURES DE SECTION DES TRAVEES DE PONTS DISPOSES EN COURBE DANS UN PLANBARCHENKOV AG; ANAN'IN AI; KHMYROV AF et al.1980; IZV. VYSS. UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1980; NO 7; PP. 128-133; BIBL. 5 REF.Article

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