AN APPROXIMATE METHOD FOR CALCULATING THE ELASTIC CRITICAL LOADS OF MULTI-STOREY PLANE FRAMESHORNE MR.1975; STRUCT. ENGR; G.B.; DA. 1975; VOL. 53; NO 6; PP. 242-248; BIBL. 9 REF.Article

THE ANALYSIS OF CONTINUOUS COMPOSITE BEAMS WITH PARTIAL INTERACTION = ANALYSE DES POUTRES CONTINUES COMPOSITES AVEC INTERACTION PARTIELLEPLUM DR; HORNE MR.1975; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1975; VOL. 59; NO 2; PP. 625-643; BIBL. 4 REF.Article

PLASTIC DESIGN OF LOW-RISE FRAMES = CALCUL PAR LA THEORIE DE LA PLASTICITE DES PORTIQUES DE FAIBLE HAUTEURHORNE MR; MORRIS LJ.1981; ; GBR; LONDRES: GRANADA; DA. 1981; 254 P.; 24 CM; ISBN 0-246-11199-2; CONSTRADS MONOGRAPHSBook

ULTIMATE CAPACITY OF LONGITUDINALLY STIFFENED PLATES USED IN BOX GIRDERS = CAPACITE LIMITE DE PLAQUES RAIDIES LONGITUDINALEMENT UTILISE DANS LES POUTRES CAISSONSHORNE MR; NARAYANAN R.1976; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1976; VOL. 61; NO 2; PP. 253-280; BIBL. 3REF.Article

INFLUENCE OF THE TYPE OF WELDING AND THE METHOD OF SPLICING ON THE STRENGTH OF STIFFENED PANELS = INFLUENCE DU TYPE DE SOUDAGE ET DE LA METHODE D'ASSEMBLAGE DES ECLISSES SUR LA RESISTANCE DE PANNEAUX RENFORCESHORNE MR; NARAYANAN R.1976; WELDG RES. INTERNATION.; G.B.; DA. 1976; VOL. 6; NO 2; PP. 31-50; ABS. ALLEM., FR.; BIBL. 3 REF.Article

THE STABILITY OF TAPERED AND HAUNCHED BEAMS = STABILITE DES POUTRES A SECTION VARIABLE ET A GOUSSETHORNE MR; SHAKIR KHALIL H; AKHTAR S et al.1979; INSTIT. CIV. ENGRS, PROC.; USA; DA. 1979; VOL. 67; NO 3; PP. 677-694; BIBL. 15 REF.Article