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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

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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

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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

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YIELD STRENGTH OF GAPPED JOINTS IN RECTANGULAR HOLLOW SECTION TRUSSES = RESISTANCE A LA RUPTURE D'ASSEMBLAGES AVEC ESPACEMENT DE TREILLIS A PROFILS CREUX RECTANGULAIRESPACKER JA; DAVIES G; COUTIE MG et al.1980; INSTIT. CIV. ENGRS, PROC.; GBR; DA. 1980; VOL. 69; PART. 2; PP. 995-1013; BIBL. 22 REF.Article

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Concrete fracture in CLWL specimen = Rupture du béton dans un specimen CLWLBARKER, D. B; HAWKINS, N. M; FURELIN JEANG et al.Journal of engineering mechanics. 1985, Vol 111, Num 5, pp 623-638, issn 0733-9399Article

Bearing capacity of three closely-spaced footings on sand = Capacité portante de trois semelles rapprochées dans du sableGRAHAM, J; RAYMOND, J. P; SUPPIAH, A et al.Geotechnique. 1984, Vol 34, Num 2, pp 173-182, issn 0016-8505Article