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kw.\*:("CHARGE RUPTURE")

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CHARGES LIMITES DE RUPTURE ET DIMENSIONNEMENT DES CONNEXIONS DE CISAILLEMENTSZEPE F.1975; MELYEPITESTUDOM. SZEMLE; MAGYAR; DA. 1975; VOL. 25; NO 8; PP. 345-349; ABS. ALLEM. RUSSE; BIBL. 4REF.Article

COMPARATIVE PERFORMANCE OF SOUTHERN PINE PALLETS. II. = PERFORMANCES COMPAREES DE PALETTES EN PIN DU SUD. IIWALLIN WB; STERN EG.1976; VIRGINIA POLYTECH. INST. STATE UNIV. WOOD RES. WOOD CONSTR. LAB.; U .S.A.; DA. 1976; NO 142; PP. 2-20Serial Issue

ANALYSE PLASTIQUE DE PLAQUE DE BETON ARMEMATERNA A; SMIRAK S; TEPLY B et al.1974; STAVEB. CAS.; CESKOSL.; DA. 1974; VOL. 22; NO 12; PP. 848-860; ABS. RUSSE ANGL.; BIBL. 6 REF.Article

ETUDE DE LA FORCE PORTANTE DE POTEAUX SOUPLES EN BETONS DE HAUTE RESISTANCECHERNOBAEV VI.1975; BETON I ZHELEZOBETON; S.S.S.R.; DA. 1975; NO 4; PP. 9-11; BIBL. 5 REF.Article

FAILURE LOAD OF SLENDER REINFORCED CONCRETE COLUMNS UNDER ELEVATED TEMPERATURE USING A TWO AND THREE DIMENSIONAL DISCRETISATIONKORDINA K; KLINGSCH W.1974; IN: INT. SYMP. DISCRETE METHODS ENG.; MILAN; 1974; MILAN; ETAS LIBRI; DA. 1974; VOL. 1; PP. 346-359; BIBL. 8 REF.Conference Paper

DIE BIEGEBRUCHLAST VON DURCHLAUFTRAEGERN AUS STAHLBETON UND SPANNBETON NACH VERSUCHEN = LA CHARGE DE RUPTURE EN FLEXION DE POUTRES CONTINUES EN BETON ARME ET EN BETON PRECONTRAINT A L'AIDE D'ESSAIHERZOG M.1976; BETON-U. STAHLBETONBAU; DTSCH.; DA. 1976; VOL. 71; NO 1; PP. 23-26; BIBL. 36 REF.Article

LOOP CONNECTIONS BETWEEN PRECAST CONCRETE COMPONENTS LOADED IN BENDING = ETUDE DES ASSEMBLAGES PAR BOUCLES POUR DES ELEMENTS EN BETON PRECONTRAINT SOUMIS A DES CHARGES EN FLEXIONDRAGOSAVIE M; VAN DEN BEUKEL A; GIJSBERS FBJ et al.1975; HERON; NETHERL.; DA. 1975; VOL. 20; NO 3; PP. 3-36Article

ANALYSE DU COEFFICIENT DE SECURITE DES CONSTRUCTIONS EN BOISIVANOV YU M.1975; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1975; VOL. 18; NO 7; PP. 6-11; BIBL. 6 REF.Article

CALCUL APPROXIMATIF DES CHARGES DE RUPTURE DE STRUCTURES DE RESERVOIR LATERALSUHARA T; HIYAMA H; KOGA Y et al.1975; J. SOC. NAV. ARCHITECTS JAP.; JAP.; DA. 1975; VOL. 138; PP. 314-321; ABS. ANGL.; BIBL. 7 REF.Article

TRAGLASTEN EBENER STABWERKE. TRAGLASTERMITTLUNG EBENER STABWERKE. = CHARGE D'OUVRAGE EN BARRE PLAN. RECHERCHE DE LA CHARGE DE CADRE PLANHARTMANN B.1977; KONSTR. INGR-BAU-BER.; DTSCH.; DA. 1977; VOL. 28; PP. 28-62; BIBL. 17 REF.Article

GAP JOINTS WITH TUBULAR MEMBERS. A YIELD LINE APPROACHDAVIES G; ROPER CG.1975; BUILDG SCI.; G.B.; DA. 1975; VOL. 10; NO 3; PP. 199-205; BIBL. 11 REF.Article

YIELD PATTERN CONSIDERATIONS IN SPACE STRUCTURES.DICKIE JF; DUNN DJ.1975; STRUCT. ENGR.; G.B.; DA. 1975; VOL. 53; NO 3; PP. 147-153; BIBL. 4 REF.Article

ULTIMATE STRENGTH OF REINFORCED CONCRETE BEAMS UNDER COMBINED TORSION = CHARGE DE RUPTURE DE POUTRES DE BETON ARME SOUMISES A UNE TORSION COMBINEEVICTOR DJ; LAKSHMANAN N; MUTHUKRISHNAN R et al.1974; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; INDIA; DA. 1974; VOL. 54; NO 3; PP. 84-90; BIBL. 13 REF.Article

THE STRENGTH OF RESTRAINED REINFORCED CONCRETE COLUMNS - A NEW APPROACH.BUTLER DJ.1977; MAG. CONCR. RES.; G.B.; DA. 1977; VOL. 29; NO 100; PP. 113-122; BIBL. 9 REF.Article

EXPERIMENTAL STUDY OF MASONRY WALLS STRENGTHENED BY REINFORCED CONCRETE ELEMENTSLEVY M; SPIRA E.1975; ASS. INTERNATION. PONTS CHARP., MEM.; SUISSE; DA. 1975; VOL. 35; NO 2; PP. 113-132; ABS. FR. ALLEM.; BIBL. 9REF.Article

PIN-ENDED COMPOSITE COLUMNS BENT ABOUT THE MINOR AXISRODERICK JW; LOKE YO.1975; CIV. ENGNG TRANS.; AUSTRAL.; DA. 1975; VOL. 17; NO 2; PP. 51-58; BIBL. 10 REF.Article

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

COMPARISON OF SIZE EFFECT FOR DIFFERENT TYPES OF STRENGTH TESTS = COMPARAISON DE L'INFLUENCE DE LA TAILLE POUR DIFFERENTS TYPES D'ESSAIS DE RESISTANCE MECANIQUE POUR PLUSIEURS ROCHESTSUR LAVIE Y; DENEKAMP SA.1982; ROCK MECHANICS; ISSN 0035-7448; AUT; DA. 1982; VOL. 15; NO 4; PP. 243-254; BIBL. 22 REF.Article

FERROCEMENT IN CENTRALLY-LOADED COMPRESSION ELEMENTS = FERROCIMENT DANS DES ELEMENTS EN COMPRESSION SOUS CHARGE CENTREEWINOKUR A; ROSENTHAL I.1982; J. FERROCEM.; ISSN 0125-1759; THA; DA. 1982; VOL. 12; NO 4; PP. 357-364; BIBL. 8 REF.Article

A FINITE ELEMENT MODEL FOR THE IN-PLANE BEHAVIOUR OF BRICKWORK = UN MODELE D'ELEMENTS FINIS POUR LE COMPORTEMENT PLAN D'UNE MACONNERIE EN BRIQUESAMARASINGHE W; PAGE AW; HENDRY AW et al.1982; PROC.-INST. CIV. ENG PART 2; ISSN 0307-8361; GBR; DA. 1982; VOL. 73-3; PP. 171Article

INFLUENCE OF CONFINEMENT ON THE REDISTRIBUTION OF MOMENTS IN REINFORCED CONCRETE CONTINUOUS BEAMS = INFLUENCE DU RESSERREMENT SUR LA REDISTRIBUTION DES MOMENTS DANS LES POUTRES CONTINUES EN BETON ARMEGANGADHARAM D; NAGI REDDY K.1980; INDIAN CONCR. J.; ISSN 0019-4565; IND; DA. 1980; VOL. 54; NO 9; PP. 245-251; BIBL. 11 REF.Article

PLASTIC-INSTABILITY ANALYSIS OF SPACE FRAMES = ANALYSE D'INSTABILITE PLASTIQUE DES STRUCTURES SPATIALESKHALIFA MMK.1979; STRUCT. ENGR, B; GBR; DA. 1979; VOL. 57; NO 3; PP. 55-61; BIBL. 8 REF.Article

ENTWICKLUNG EINER VERSUCHSAPPARATUR ZUR ERMITTLUNG DES SPANNUNGS-DEHNUNGS-VERHALTENS BITUMINOSER PRUFKORPER = DEVELOPPEMENT D'APPAREILS D'ESSAI POUR DETERMINER LA TENUE A LA TENSION ET A L'EXTENSION D'EPROUVETTES EN BETON BITUMINEUXREUTER K.1979; STRASSE; DDR; DA. 1979; VOL. 19; NO 1; PP. 29-32; BIBL. 8 REF.Article

PLASTIC COLLAPSE PRESSURES FOR CONICAL ENDS OF CYLINDRICAL PRESSURE VESSELS AND THEIR RELATIONSHIP TO DESIGN RULES IN TWO BRITISH STANDARD SPECIFICATIONS.DAVIE J; ELSHARKAWI K; TAYLOR TE et al.1978; INTERNATION. J. PRESS. VESSELS PIPGS; GBR; DA. 1978; VOL. 6; NO 2; PP. 131-145; BIBL. 12 REF.Article

FIBERGLASS REINFORCED CONCRETE SLABS AND BEAMS.NAWY EG; NEUWERTH GE.1977; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 2; PP. 421-440; BIBL. 20 REF.Article

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