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kw.\*:("LIGNE RUPTURE")

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ETUDE DES LOIS DU BRIS DE ROCHES SOUS L'EFFET DE TIRSDOLGOV KA.1975; IZVEST. VYSSH. UCHEBN. ZAVED., GORN. ZH.; S.S.S.R.; DA. 1975; VOL. 18; NO 11; PP. 59-63; BIBL. 6 REF.Article

ETUDE DE LA CAPACITE DE CHARGE DES FONDATIONS FORMEES DE COUCHESODROBINSKI W.1973; ARCH. HYDROTECH.; POLSKA; DA. 1973; VOL. 20; NO 4; PP. 499-531; H.T. 1; ABS. RUSSE ANGL.; BIBL. 6 REF.Article

DESIGN OF LATERALLY LOADED WALL PANELSHASELTINE BA.1975; PROC. BRIT. CERAM. SOC.; G.B.; DA. 1975; NO 24; PP. 115-126; BIBL. 6REF.; (LOAD-BEAR. BRICKWORK. V. PROC. MEET.; LONDON; 1974)Conference Paper

CHARGES LIMITES DE DALLES EN CONDITIONS DE SUPPORT MISE A LA LUMIERE D'ESSAISSZKWAREK J; SCIBAK W.1975; ARCH. INZYNIER. LAD.; POLSKA; DA. 1975; VOL. 21; NO 2; PP. 295-313; ABS. RUSSE ANGL.; BIBL. 7 REF.Article

PLASTIC COLLAPSE OF FOLDED PLATE STRUCTURESFIALKOW MN.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 7; PP. 1559-1584; BIBL. 10REF.Article

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

COLLAPSE LOAD OF REINFORCED CONCRETE FOOTINGSMEYERHOF GG; SUBBA RAO KS.1974; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 5; PP. 1001-1018; BIBL. 15 REF.Article

YIELD LINE ANALYSIS OF REINFORCED CONCRETE SKEW SLABS UNDER HIGHWAY BRIDGE LOADINGSGANGOPADHYAY KK; JENKINS WM.1974; STRUCT. ENGR; G.B.; DA. 1974; VOL. 52; NO 12; PP. 459-466; BIBL. 18 REF.Article

LA DEVIATION ANGULAIRE DES ARMATURES DANS LA ZONE DE RUPTURE DES DALLES EN BETON ARMETHOMAS P.1974; ANN. INST. TECH. BATIM. TRAV. PUBLICS; FR.; DA. 1974; NO 318; PP. 93-106; ABS. ANGL. ALLEM. ESP.; BIBL. 14 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

GENERALIZED YIELD LINES IN REINFORCED CONCRETE SLABSCOOKSON PJ.1979; J. STRUCT. MECH.; USA; DA. 1979; VOL. 7; NO 1; PP. 65-82; BIBL. 12 REF.Article

TIE BAR EFFECT IN PRESTRESSED CONCRETE FOLDED PLATE MODELS = EFFET DES TIRANTS DANS DES MODELES DE PLAQUES PLIEES EN BETON PRECONTRAINTDAYARATNAM P; INDUBHUSHAN P.1975; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; INDIA; DA. 1975; VOL. 55; NO 5-6; PP. 186-188; BIBL. 2REF.Article

AN APPRAISAL OF THE INFLUENCE OF A CURVED FAILURE ENVELOPE ON SLOPE STABILITY = EVALUATION DE L'INFLUENCE D'UNE ENVELOPPE DE RUPTURE COURBE SUR LA STABILITE DES PENTESCHARLES JA.1982; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1982; VOL. 32; NO 4; PP. 389-392; BIBL. 11 REF.Article

RUPTURE DU BETON LORS D'UNE CHARGE COMPLEXE DANS DES CONDITIONS DE COMPRESSION-EXTENSION BIAXIALESYASHIN AV; BUSLER L EH.1981; IZV. VYSS. UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1981; NO 12; PP. 7-12; BIBL. 6 REF.Article

YIELD LINE ANALYSIS OF CIRCULAR SLABS WITH OPENINGS = ANALYSE DE LA LIGNE DE RUPTURE DE DALLES CIRCULAIRES AVEC OUVERTURESMOONDRA HS; SHARMA KG.1980; J. INST. ENG., INDIA, CIV. ENG. DIV.; ISSN 0373-1995; IND; DA. 1980; VOL. 60; NO 5; PP. 265-270; BIBL. 6 REF.Article

STRUCTURAL RESPONSE OF R/C SLABS TO TORNADO MISSILES = REPONSE STRUCTURELLE DES DALLES EN BETON ARME AUX MISSILES ENGENDRES PAR DES TORNADESMCMAHON M; SEN SK; MEYERS BL et al.1979; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1979; VOL. 105; NO 3; PP. 547-561; BIBL. 14 REF.Article

DESIGN OF FLEXURAL REINFORCEMENT IN CONCRETE SLABS.GUPTA AK; SIDDARTHA SEN.1977; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 4; PP. 793-804; BIBL. 11 REF.Article

YIELD-LINE DESIGN OF SLABS.SIMMONDS SH; AMIN GHALI.1976; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 1; PP. 109-123; BIBL. 5 REF.Article

NODAL FORCES IN THE ANALYSIS OF THE ULTIMATE TORSIONAL MOMENT FOR RECTANGULAR BEAMS.ELFGREN L; KARLSSON I; LOSBERG A et al.1974; MAG. CONCR. RES.; G.B.; DA. 1974; VOL. 26; NO 86; PP. 21-28; BIBL. 25 REF.Article

STRUCTURAL RESPONSE OF FLOOR ASSEMBLIES TO FIREIWANKIW NR; LONGINOW A.sdAMERICAN SOCIETY OF CIVIL ENGINEERS CONVENTION & EXPOSITION/1979-10-16/CHICAGO; USA; S.L.: ASCE; DA. S.D.; 21 P.; BIBL. 13 REF.Conference Paper

LOAD-DEFLECTION BEHAVIOR OF RESTRAINED R/C SKEW SLABS = DEFORMATION SOUS L'ACTION DE CHARGES DES DALLES BIAISES ENCASTREES EN BETON ARMEDESAYI P; PRABHAKARA A.1981; PROC. AM. SOC. CIV. ENG., J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1981; VOL. 107; ST5; PP. 873-888; BIBL. 9 REF.Article

RESPONSE AND FAILURE OF UNDERGROUND REINFORCED CONCRETE PLATES SUBJECTED TO BLAST = REPONSE ET RUPTURE DE PLAQUES EN BETON ARME SOUTERRAINES SOUMISESROSS CA; SCHAUBLE CC; NASH PT et al.1980; SHOCK VIBR. BULL.; USA; DA. 1980; NO 50; PART. 3; PP. 71-82; BIBL. 10 REF.Conference Paper

YIELD LINE ANALYSIS OF REINFORCED CONCRETE RECTANGULAR FOUNDATION SLABS UNDER VARYING CONTACT PRESSURE DISTRIBUTION = ANALYSE DE LA LIGNE DE RUPTURE DE DALLES DE FONDATION RECTANGULAIRE EN BETON ARME SOUS UNE DISTRIBUTION DE PRESSION DE CONTACT VARIANTDAS M.1980; J. INST. ENG., INDIAN, CIV. ENG. DIV.; ISSN 0373-1995; IND; DA. 1980; VOL. 61; NO 1; PP. 5-7; BIBL. 1 REF.Article

EIN BERECHNUNGSVERFAHREN ZUR GRENZTRAGFAEHIGKEITS-UNTERSUCHUNG VON PLATTEN MITTELS DER METHODE DER FINITEN ELEMENTE = METHODE DE CALCUL DE LA CHARGE LIMITE DE PLAQUE PAR LA METHODE DES ELEMENTS FINISFUJII F; KAJITA T; NARUOKA M et al.1976; ASS. INTERNATION. PONTS CHARP., MEM.; SUISSE; DA. 1976; VOL. 36; NO 1; PP. 111-124; ABS. FR. ANGL.; BIBL. 13 REF.Article

YIELD LINE ANALYSIS OF SQUARE SLABS WITH CENTRAL RECTANGULAR OPENINGSNARASIMHAN RK; VERREYYA V.1978; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; IND; DA. 1978; VOL. 59; NO 2; PP. 138-143; BIBL. 6 REF.Article

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