STRENGTH OF STEEL BOX-GIRDER BRIDGES = RESISTANCE DES PONTS D'ACIER EN POUTRE-CAISSONDOWLING PJ.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 9; PP. 1929-1946; BIBL. 1P.1/2Article

COMMUNICATIONS-SHARING RESOURCESDOWLING PJ.1979; SHARING RESOURCES. SHARING COSTS. ANNUAL CANADIAN CONFERENCE ON INFORMATION SCIENCE. 7/1979/BANFF ALBERTA; CAN; OTTAWA: CAIS; DA. 1979; PP. 216-224; ABS. FREConference Paper

HOW SHOULD RULES OF STRUCTURAL DESIGN BE CODIFIED. = COMMENT DES REGLES DE CONCEPTION STRUCTURALE DEVRAIENT ETRE EDICTEES.MOFFATT KR; DOWLING PJ.1980; INSTIT. CIV. ENGRS, PROC.; GBR; DA. 1980-08; VOL. 68; PART. 1; PP. 391-398; BIBL. 6 REF.Article

DISTRIBUTION OF LONGITUDINAL STRESSES IN CRACKED REINFORCED CONCRETE TENSION FLANGES OF COMPOSITE GIRDERS = DISTRIBUTION DES CONTRAINTES LONGITUDINALES DANS LES MEMBRURES EN BETON ARME FISSUREES, CHARGEES EN TRACHON, DES POUTRES COMPOSEESMOFFATT KR; DOWLING PJ.1979; INSTIT. CIV. ENGRS, PROC.; GBR; DA. 1979; VOL. 67; NO 1; PP. 185-189; BIBL. 8 REF.Article

LONGITUDINAL BENDING BEHAVIOUR OF COMPOSITE BOX ZIRDER BRIDGES HAVING INCOMPLETE INTERACTION. = FLEXION LONGITUDINALE DES PONTS A POUTRES EN CAISSON COMPOSITES A INTERACTION INCOMPLETEMOFFATT KR; DOWLING PJ.1978; STRUCT. ENGR, B; GBR; DA. 1978; VOL. 56; NO 3; PP. 53-60; BIBL. 13 REF.Article

THE INFLUENCE OF SKEW SUPPORTS ON THE BEHAVIOUR OF MULTIBOX BRIDGES = INFLUENCE D'APPUIS BIAIS SUR LE COMPORTEMENT DE PONTS A CAISSONS MULTIPLESBILLINGTON CJ; DOWLING PJ.1976; ASS. INTERNATION. PONTS CHARP., MEM.; SUISSE; DA. 1976; VOL. 36; NO 1; PP. 59-77; ABS. FR. ALLEM.; BIBL. 7 REF.Article

INFLUENCE SURFACES FOR ORTHOTROPIC STEEL BRIDGE DECKS = SURFACES D'INFLUENCE DE TABLIERS DE PONT ORTHOTROPE EN ACIERDOWLING PJ; BAWA AS.1975; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1975; VOL. 59; NO 2; PP. 149-168; BIBL. 17 REF.Article

LARGE-DEFLEXION ELASTO-PLASTIQUE BEHAVIOUR OF DISCRETELY STIFFENED PLATES = COMPORTEMENT ELASTO-PLASTIQUE EN GRANDE DEFORMATION DE FLEXION DES PLAQUES RAIDIES DISCRETEMENTWEBB SE; DOWLING PJ.1980; INSTIT. CIV. ENGRS, PROC.; GBR; DA. 1980; VOL. 69; JUNE, PART. 2; PP. 375-401; BIBL. 13 REF.Article

SHEAR LAG IN STEEL BOX GIRDER BRIDGESMOFFATT KR; DOWLING PJ.1975; STRUCT. ENGR; G.B.; DA. 1975; VOL. 53; NO 10; PP. 439-448; BIBL. 11REF.Article

BRITISH SHEAR LAG RULES FOR COMPOSITE GIRDERS. = REGLES BRITANNIQUES CONCERNANT LE PHENOMENE DE CISAILLEMENT DIFFERE DANS LES POUTRES COMPOSITESMOFFATT KR; DOWLING PJ.1978; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1978; VOL. 104; NO 7; PP. 1123-1130; BIBL. 10 REF.Article

A GENERAL FORMULATION OF THE NON-LINEAR ANALYSIS AND STABILITY OF SPACE FRAMES. = FORMULATION GENERALE DE L'ANALYSE NON LINEAIRE ET DE LA STABILITE DES STRUCTURES SPATIALESVIRDI KS; DOWLING PJ.1975; IN: INT. CONF. SPACE STRUCT. 2. PROC.; GUILFORD; 1975; GUILFORD; UNIV. SURREY; DA. 1975; PP. 136-142; BIBL. 5 REF.Conference Paper

NONLINEAR FINITE ELEMENT ANALYSIS OF SHELL STRUCTURES USING THE SEMI-LOOF ELEMENTJAVAHERIAN H; DOWLING PJ; LYONS LPR et al.1980; COMPUT. STRUCT.; ISSN 0045-7949; USA; DA. 1980; VOL. 12; NO 1; PP. 147-159; BIBL. 18 REF.Article

AN INVESTIGATION INTO READING EPILEPSYDANTA G; DOWLING PJ; HAMMOND SR et al.1977; PROC. AUSTRAL. ASS. NEUROLOGISTS; AUS; DA. 1977 PUBL. 1978; VOL. 14; PP. 27-36; BIBL. 9 REF.Article

A DEVELOPMENT IN THE AUTOMATED DESIGN AND FABRICATION OF PORTAL FRAMED INDUSTRIAL BUILDINGS = DEVELOPPEMENT DANS LA CONCEPTION ET LA FABRICATION AUTOMATISEE DES BATIMENTS INDUSTRIELS AVEC UNE STRUCTURE A PORTIQUEDOWLING PJ; MEAR TF; OWENS GW et al.1982; STRUCT. ENGR. A.; ISSN 0039-2553; GBR; DA. 1982; VOL. 60 A; NO 10; PP. 311-319Article