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au.\*:("BENNETT EW")

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FATIGUE IN CONCRETEBENNETT EW.1974; CONCRETE; G.B.; DA. 1974; VOL. 8; NO 5; PP. 43-45; BIBL. 12 REF.Article

A THEORY FOR THE MOVEMENT OF CRACKS IN CONCRETE MEMBERS WITH PLAIN BAR REINFORCEMENT OR PLAIN WIRE TENDONSBENNETT EW.1974; MAG. CONCR. RES.; G.B.; DA. 1974; VOL. 26; NO 87; PP. 83-92; BIBL. 11 REF.Article

CRACKING AND SHEAR STRENGTH OF BEAMS WITH PRESTRESSED WELS REINFORCEMENT = FISSURATION ET RESISTANCE AU CISAILLEMENT DES POUTRES AVEC ARMATURE D'AME PRECONTRAINTEBENNETT EW; MLINGWA G.1980; STRUCT. ENGR, B; GBR; DA. 1980; VOL. 58; NO 2; PP. 25-32; BIBL. 13 REF.Article

FATIGUE STRENGTH OF COLD-WORKED NON-PRESTRESSED REINFORCEMENT IN PRESTRESSED CONCRETE BEAMS = RESISTANCE A LA FATIGUE DES ARMATURES NON PRECONTRAINTES, FORMEES A FROID DANS DES POUTRES EN BETON PRECONTRAINTBENNETT EW; JOYNES HW.1979; MAG. CONCR. RES.; GBR; DA. 1979; VOL. 31; NO 106; PP. 13-18; BIBL. 11 REF.Article

FATIGUE RESISTANCE OF REINFORCEMENT IN PARTIALLY PRESTRESSED BEAMS.BENNETT EW; JOYNES HW.1977; J. PRESTRES. CONCR. INST.; U.S.A.; DA. 1977; VOL. 22; NO 2; PP. 78-88; BIBL. 5 REF.Article

STRENGTH OF BEAM COLUMN CONNECTIONS WITH DOWEL REINFORCEMENTBENNETT EW; BANERJEE S.1976; STRUCT. ENGR; G.B.; DA. 1976; VOL. 54; NO 4; PP. 133-139; BIBL. 20 REF.Article

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