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CONTRAINTES DANS DES TABLIERS DE PONTS LAMELLES SUR POUTRES EN CAISSON OU POUTRES PLATESKOLAR V; NEMEC I; DUBCAK J et al.1976; STAVEB. CAS.; CESKOSL.; DA. 1976; VOL. 24; NO 1; PP. 23-43; ABS. RUSSE ANGL.; BIBL. 1 P. 1/2Article

EXPERIMENTALLY DETERMINED SHAPE FACTORS FOR DEEP PART THROUGH CRACKS IN A THICK-WALLED PRESSURE VESSELDERBY RW.1972; CONF-720806-1; U.S.A.; DA. 1972; PP. (15 P.); BIBL. 4 REF.; (6TH NATL SYMP. FRACT. MECH.; PHILADELPHIA; PA; 1972). MICROFICHEConference Proceedings

THEORETICAL ANALYSIS OF THE THERMAL STRESSES IN ROTATING PLUG AND VIBRATION OF REACTOR VESSEL FOR IFBTRKAKODKAR A; MEHRA VK.1972; BARC-I-183; INDIA; DA. 1972; PP. (20 P.); MICROFICHEReport

EFFET D'UN ANCRAGE PAR BOSSAGE DANS UNE POUTRE CAISSONMOHTADJI ABDELHOSSEIN.1979; ; FRA; DA. 1979; 169 P.; 30 CM; BIBL. 21 REF.; TH. DOCT.-ING./PARIS 6/1979Thesis

TENTH-SCALE MODELS OF STIFFENED FLANGES OF STEEL BOX GIRDERSYAM LCP; MOTT HGBC.1975; TRANSP. ROAD RES. LAB., REP. LR; G.B.; DA. 1975; NO 664; PP. 1-4; H.T. 27; BIBL. 6 REF.Article

SHELL-MODEL CALCULATIONS FOR 22NA AND 22NEPREEDOM BM; WILDENTHAL BH.1972; PHYS. REV., C; U.S.A.; DA. 1972; VOL. 6; NO 5; PP. 1633-1644; BIBL. 30 REF.Serial Issue

FLEXURAL INSTABILITY OF UNBONDED PRESTRESSED CONCRETE STRUCTURESROZVANY GIN; HO DWS.1974; BUILDG SCI.; G.B.; DA. 1974; VOL. 9; NO 3; PP. 211-217; ABS. FR. ALLEM.; BIBL. 7 REF.Article

BOX GIRDERS SUBJECTED TO TORSION. ITANDON MC.1976; INDIAN CONCR. J.; INDIA; DA. 1976; VOL. 50; NO 2; PP. 47-51; BIBL. 9REF.Article

STRUCTURES EN POUTRES-CAISSONS RELIEES PAR DES DALLESKLIMINSKI S.1975; ASS. INTERNATION. PONTS CHARP., MEM.; SUISSE; DA. 1975; VOL. 35; NO 1; PP. 115-148; ABS. ALLEM. ANGL.; BIBL. 1 P.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

MAGNETOGRAPHIC INSPECTION OF THE JOINTS IN WELDED BOX GIRDERS = CONTROLE MAGNETOGRAPHIQUE DE LA QUALITE DES ASSEMBLAGES SOUDES DE POUTRES EN CAISSONSHAROVA AM; ROGOVIN DA; NAUMOVICH AV et al.1972; AUTOMAT. WELDG; G.B.; DA. 1972; VOL. 25; NO 3; PP. 58-61; BIBL. 4 REF.; TRAD. DE: AVTOMAT. SVARKA, S.S.S.R., 1972, 25, NO 3, 65-68Serial 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

RESISTANCE A LA FATIGUE DES POUTRES EN CAISSON A PAROI MINCEGORPINCHENKO VM; KUL'KOVA NN.1976; VEST. MASHINOSTR.; S.S.S.R.; DA. 1976; VOL. 56; NO 3; PP. 30-33; BIBL. 3REF.Article

GRILLAGE ANALYSIS APPLIED TO CELLULAR BRIDGE DECKSHAMBLY EC; PENNELS E.1975; STRUCT. ENGR; G.B.; DA. 1975; VOL. 53; NO 7; PP. 267-274; BIBL. 8 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

FESTIGKEITSUNTERSUCHUNGEN AM ROHRKANAL EINES SCHIFFES = ETUDE DE LA RESISTANCE DE LA QUILLE EN CAISSON D'UN NAVIREKISSING W; FRANZKE H; KASCH G et al.1974; SEEWIRTSCHAFT; DTSCH.; DA. 1974; VOL. 6; NO 9; PP. 546-549; BIBL. 5 REF.Article

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

PRESSURE VESSEL RELIABILITY AS A FUNCTION OF ALLOWABLE STRESS. THESISARNOLD HG.1972; ORNL-TM-3858; U.S.A.; DA. 1972; PP. (91 P.); BIBL. 16 REF.; MICROFICHEReport

BEULEN VON DUENNWANDIGEN KASTENTRAEGERN AUFGRUND VON SCHWEISSEIGENSPANNUNGEN = CLOQUAGE DE POUTRES EN CAISSON A PAROI MINCE DU AUX CONTRAINTES RESIDUELLES DE SOUDAGEBUTTENSCHON K.1972; SCHWEISSEN U. SCHNEIDEN; DTSCH.; DA. 1972; VOL. 24; NO 6; PP. 217-221; BIBL. 2 REF.Serial Issue

EDV-PROGRAMM ZUR OPTIMIERUNG GESCHWEISSTER KRANBRUECKEN-KASTENTRAEGER NACH DIN 15018 = PROGRAMME D'INFORMATIQUE POUR L'OPTIMISATION DES POUTRES EN CAISSON SOUDEES POUR PONTS ROULANTS, SELON LA NORME DIN-15018RODDEWIG H; DILSCHMANN U; SAGAN E et al.1976; FOERD. U. HEB.; DTSCH.; DA. 1976; VOL. 26; NO 4; PP. 353-357; ABS. ANGL. FR.; BIBL. 4 REF.Article

BOX GIRDERS SUBJECTED TO TORSION. IITANDON MC.1976; INDIAN CONCR. J.; INDIA; DA. 1976; VOL. 50; NO 3; PP. 73-96 (8P.)Article

DESIGN OF STEEL PLATE AND BOX-GIRDER BRIDGESMASSONNET CE; MAQUOI RJ.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 11; PP. 2477-2482; BIBL. 13REF.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

OPTIMISATION DES POUTRES DE GRUE EN TENANT COMPTE DE LA STABILITE LOCALE DES PAROISDEMOKRITOV VN.1974; IZVEST. VYSSH. UCHEBN. ZAVED., MASH.-STR.; S.S.S.R.; DA. 1974; NO 8; PP. 120-123; BIBL. 6 REF.Article

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