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LA STABILITE ELASTIQUE AU VOILEMENT DES AMES DE POUTRES DE PONTSCIOLINA F; BROZZETTI J.1974; CONSTR. METALL.; FR.; DA. 1974; VOL. 11; NO 4; PP. 5-20; ABS. ANGL. ALLEM.; BIBL. 14 REF.Article

DEEP WEB REINFORCEMENTGRANT G; SOKAL Y.1975; CONCRETE; G.B.; DA. 1975; VOL. 9; NO 12; PP. 28-31; BIBL. 5REF.Article

HARDBOARD-WEBBED I-BEAMS SUBJECTED TO SHORT-TERM LOADINGSUPERFESKY MJ; RAMAKER TJ.1976; U.S.D.A. FOREST SERV. RES. PAPER; U.S.A.; DA. 1976; NO 264; PP. 1-12; BIBL. 12REF.Serial Issue

STRENGTH OF BEAMS WITH ECCENTRIC REINFORCED HOLES = RESISTANCE DE POUTRES PRESENTANT DES ORIFICES EXCENTRIQUES RENFORCESTSONG MIIN WANG; SNELL RR; COOPER PB et al.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 9; PP. 1783-1800; BIBL. 5REF.Article

SULLA FESSURAZIONE D'ANIMA DELLE TRAVI ALTE IN CEMENTO ARMATO = SUR LA FISSURATION DE HAUTE TRAVEE EN BETON ARMEMARRO P.1975; INDUSTR. ITAL. CEMENTO; ITAL.; DA. 1975; VOL. 45; NO 11; PP. 663-670; ABS. FR. ANGL. ALLEM.; BIBL. 7 REF.Article

THE EFFECT OF FLANGE-WEB JOINT DISPLACEMENT ON THE DESIGN OF PLYWOOD WEB I BEAMSBOOTH LG.1974; J. INST. WOOD SCI.; G.B.; DA. 1974; VOL. 6; NO 6; PP. 13-24; BIBL. 18 REF.Article

HYSTERETIC BEHAVIOR OF REINFORCED CONCRETE FLEXURAL MEMBERS WITH SPECIAL WEB REINFORCEMENTBERTERO VV; POPOV EP.sdIN: U.S. NATL. EARTHQUAKE ENG. 1975. PROC.; ANN ARBOR; 1975; OAKLAND; EARTHQUAKE ENG. RES. INST.; DA. S. D; PP. 316-326; BIBL. 9REF.Conference Paper

COMMENTI ALLE NOUVE ISTRUZIONI CNR NERVATURE DI IRRIGIDIMENTO DELLE ANIME DI TRAVI A PARETE PIENA = COMMENTAIRES DES NOUVELLES INSTRUCTIONS CNR SUR LES NERVURES DES POUTRES A AME PLEINEBALLIO G; CARAMELLI S; DE MIRANDA F et al.1975; COSTR. METAL.; ITAL.; DA. 1975; VOL. 27; NO 5; PP. 229-241; ABS. ANGL.; BIBL. 16REF.Article

COMBINED TORSION AND FLEXURE TESTS ON REINFORCED RECTANGULAR CONCRETE BEAMSSUNDARA RAJA IYENGAR KT; RAMPRAKASH N.1974; J. AMER. CONCR. INST.; U.S.A.; DA. 1974; VOL. 71; NO 7; PP. 362-367; BIBL. 7 REF.Article

OPTIMUM DESIGN INCLUDING FABRICATION COST FOR I-SECTION GIRDERS. IIMAEDA Y; KONISHI Y.1975; TECHNOL. REP. OSAKA UNIV.; JAP.; DA. 1975; VOL. 25; NO 1230-1253; PP. 217-223; BIBL. 4REF.Article

INDIRECTLY LOADED REINFORCED CONCRETE BEAMS = POUTRES EN BETON ARME CHARGEES INDIRECTEMENTFEREIG SM; SMITH KN.1979; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1979; VOL. 105; NO 7; PP. 1319-1332; BIBL. 7 REF.Article

OERTLICHE SPANNUNGEN DURCH RADLAST-EINLEITUNG = LOCAL STRESSES CAUSED BY THE INFLUENCE OF WHEEL PRESSURESBERKELDER AGJ.1980; DTSCH. HEBE- FOERDERTECH.; DEU; DA. 1980-01; VOL. 26; NO 1; PP. 25-29Article

CAPACITE PORTANTE DES AMES VERTICALES RUINEES ET SANS RENFORCEMENT DE POUTRES FLECHIES A DOUBLE SUPPORTSZATMARI I.1976; MELYEPITESTUDOM. SZEMLE; MAGYAR.; DA. 1976; VOL. 26; NO 9; PP. 369-376; ABS. ALLEM. RUSSE ANGL. FR.; BIBL. 7 REF.Article

SHEAR STRENGTH OF PRESTRESSED CONCRETE BEAMS WITHOUT WEB REINFORCEMENT.MAHGOUB MO.1975; MAG. CONCR. RES.; G.B.; DA. 1975; VOL. 27; NO 93; PP. 219-228; BIBL. 23 REF.Article

PRESTRESSED CONCRETE UNDER TORSION, SHEAR, AND BENDINGMCGEE D; ZIA P.1976; J. AMER. CONCR. INST.; U.S.A.; DA. 1976; VOL. 73; NO 1; PP. 26-32; BIBL. 6 REF.Article

PLASTICITY OF STEEL BEAMS UNDER COMBINED BENDING, SHEAR AND NORMAL LOADSOBOTKA Z.1975; STAVEB. CAS.; CESKOSL.; DA. 1975; VOL. 23; NO 9; PP. 678-690; ABS. TCHEQUE RUSSE; BIBL. 7REF.Article

BEHAVIOUR OF NEAR-FULL-SIZE CANTILEVER BRICK WALL GIRDERSKORFF JOA; HASELTINE BA.1975; PROC. BRIT. CERAM. SOC.; G.B.; DA. 1975; NO 24; PP. 175-189; BIBL. 5REF.; (LOAD-BEAR. BRICKWORK. V. PROC. MEET.; LONDON; 1974)Conference Paper

ADDITIONAL TESTS FOR "TYPE 2 CRACK" IN HYBRID GIRDERS.MAEDA Y; ISHIWATA M; KAWAI Y et al.sdIN: ASSOC. INT. PONTS CHARPENTES. CONGR. 10. RAPP. PRELIM.; TOKYO; 1976; HONGGERBERG; ASSOC. INT. PONTS CHARPENTES; DA. S.D.; VOL. 3; PP. 337-340; ABS. FR. ALLEM.; BIBL. 7 REF.Conference Paper

AZ ACELSZERKEZETEK STABILITASVIZSGALATANAK HATAR-, ILL. MEGENGEDETT FESZUELTSEGEI = CONTRAINTES LIMITES OU ADMISSIBLES DES ESSAIS DE STABILITE DES CONSTRUCTIONS DE CHARPENTE METALLIQUECSELLAR OE.1981; MELYEPITESTUDOM. SZEMLE; HUN; DA. 1981; VOL. 31; NO 6; PP. 244-248; ABS. GER/ENG/RUS/FRE; BIBL. 2 REF.Article

ANALISI SPERIMENTALE DEL COMPORTAMENTO POST-CRITICO DI TRAIR A PARETE PIENA IRRIGIDITA DE NERVATURE TRASVERSALI = ANALYSE EXPERIMENTALE DU COMPORTEMENT POST-CRITIQUE DE POUTRES A AME PLEINE RAIDIES TRANSVERSALEMENTMELE M; PUHALI R.1978; CONSTR. METAL.; ITA; DA. 1978; VOL. 30; NO 6; PP. 244-252; ABS. ENG; BIBL. 20 REF.Article

STRUCTURAL IDEALIZATION FOR DEEP BEAMS WITH WEB OPENINGS.KONG FK; SHARP GR.1977; MAG. CONCR. RES.; G.B.; DA. 1977; VOL. 29; NO 99; PP. 81-91; BIBL. 13 REF.Article

ETUDE EXPERIMENTALE DE LA FORCE PORTANTE ET DU MECANISME DE RUPTURE DE POUTRES EN ACIER AVEC AME MINCE SOUMISES AU CISAILLEMENTSVOBODA M.1974; STAVEB. CAS.; CESKOSL.; DA. 1974; VOL. 22; NO 9; PP. 564-584; ABS. RUSSE ANGL.; BIBL. 10 REF.Article

PLASTIC DESIGN OF WEBS OPENINGS IN STEEL BEAMS.LARSON MA; SHAH KN.1976; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 5; PP. 1031-1041; BIBL. 7 REF.Article

INITIAL AND TIME-DEPENDENT SHEAR DEFLECTION OF REINFORCED CONCRETE T-BEAMSDILGER WH; ABELE G.1974; IN: SYMP. DEFLECTIONS CONCR. STRUCT.; SAN FRANCISCO, CALIF.; 1974; DETROIT; AMER. CONCR. INST.; DA. 1974; PP. 487-513; BIBL. 10 REF.Conference Paper

Hundreds of bridges ― Thousands of cracks = Des centaines de ponts. Des milliers de fissuresFISHER, J. W; MERTZ, D. R.Civil engineering ASCE. 1985, Vol 55, Num 4, pp 64-67, issn 0360-0556Article

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