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kw.\*:("CHARGE RUPTURE")

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Results 1 to 25 of 383

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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

DIE SCHUBBRUCHLAST VON SPANNBETONBALKEN NACH VERSUCHEN = LA CHARGE DE RUPTURE PAR EFFORT DE CISAILLEMENT DES POUTRES EN BETON PRECONTRAINT SELON LES RESULTATS D'ESSAISHERZOG M.1974; BETON- U. STAHLBETONBAU; DTSCH.; DA. 1974; VOL. 69; NO 12; PP. 282-288; BIBL. 18 REF.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

THE STRENGTH OF SINGLE CELL CONCRETE BOX GIRDERS OF DEFORMABLE CROSS-SECTIONSPENCE RJS; MORLEY CT.1975; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1975; VOL. 59; NO 2; PP. 743-761; BIBL. 6 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

EINFLUSS VON SCHWINGBREITE, BELASTUNGSHOEHE UND FREQUENZ AUF DIE SCHWINGFESTIGKEIT VON BETON BEI NIEDRIGEN BRUCHLASTWECHSELZAHLEN = INFLUENCE DE L'AMPLITUDE, DE LA CHARGE ET DE LA FREQUENCE SUR LA RESISTANCE DU BETON AUX EFFORTS ALTERNES, POUR UN NOMBRE RESTREINT DE CYCLES DE CHARGE A LA RUPTUREREINHARDT HW; STROEVEN P; DEN U'JL JA et al.1978; BETONWERK FERTIGTEIL-TECH.; DEU; DA. 1978; VOL. 44; NO 9; PP. 498-503; ABS. ENG/FRE; BIBL. 8 REF.Article

ETUDE PROBABILISTE DE LA RESISTANCE ULTIME DES ASSEMBLAGES SOUDES EN K.TREZOS C.1978; CONSTR. METALL.; FR.; DA. 1978; VOL. 15; NO 1; PP. 37-57; ABS. ALLEM. ANGL.; BIBL. 12 REF.Article

MINIMUM WALL THICKNESS OF CIRCULAR CONCRETE TANKS = EPAISSEUR MINIMALE DE PAROI DE RESERVOIR EN BETON DE SECTION CIRCULAIREYERLICI VA.1975; ASS. INTERNATION. PONTS CHARP., MEM.; SUISSE; DA. 1975; VOL. 35; NO 1; PP. 237-246; ABS. FR. ALLEM.; BIBL. 11 REF.Article

COLLAUDO E PROVA DI CARICO FINO ALLA ROTTURA DEL TEGOLO IN C.A.P. = ESSAIS ET CHARGES DE RUPTURE DES DALLES EN BETON ARME PRECONTRAINTPERESWIET SOLTAN S.1975; PREFABBRICAZIONE; ITAL.; DA. 1975; NO 11; PP. 475-486Article

ANALIZA I BADANIA PLYT ZELBETOWYCH W STANIE ZARYSOWANIA = ETUDE THEORIQUE ET EXPERIMENTALE DES DALLES EN BETON ARME EN PHASE DE FISSURATIONABSI E; BRANDT AM.1974; WARSZAWA; PANSTW. WYDAWN. NAUK.; DA. 1974; PP. 1-128; ABS. RUSSE FR. ANGL.; BIBL. 1 P. 1/2; (STUD. ZAKRES INZ. INR 14)Book

EXPERIENCES SUR LA STABILITE ELASTIQUE DES POUTRES COMPOSEES. II.TEDESCHI R; DAMILANO G.1973; BULL. ASS. TECH. MARIT. AERONAUT.; FR.; DA. 1973; NO 73; PP. 527-550; ABS. ANGL.; BIBL. 4 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

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