ARE REGGE AND OPTICAL MODELS EQUIVALENT, BY AN AMPLITUDE ROTATIONHENDRY AW.1973; PHYS. REV., D; U.S.A.; DA. 1973; VOL. 7; NO 3; PP. 910-912; BIBL. 8 REF.Serial Issue

SUMMARY OF RESEARCH AND DESIGN PHILOSOPHY FOR BEARING WALL STRUCTURES = RECAPITULATION DES RECHERCHES ET RECOMMANDATION DE CALCUL POUR LES STRUCTURES A MUR PORTEURHENDRY AW.1979; J. AMER. CONCR. INST.; USA; DA. 1979; VOL. 76; NO 6; PP. 723-737; BIBL. 19 REF.Article

A NOTE ON THE STRENGTH OF BRICKWORK IN COMBINED RACKING SHEAR AND COMPRESSIONHENDRY AW.1978; PROC. BRIT. CERAM. SOC.; GBR; DA. 1978; NO 27; PP. 47-52; BIBL. 9 REF.Article

ARE REGGE AND OPTICAL MODELS EQUIVALENT, BY AN AMPLITUDE ROTATIONHENDRY AW.sdCOO-2009-40; U.S.A.; DA. S.D.; PP. (10 P.); BIBL. 7 REF.Report

THE LATERAL STRENGTH OF UNREINFORCED BRICKWORKHENDRY AW.1973; STRUCT. ENGR.; G.B.; DA. 1973; VOL. 51; NO 2; PP. 43-50; BIBL. 16 REF.Serial Issue

THE STRENGTH OF BRICKWORK BIAXIAL TENSILE AND COMPRESSIVE STRESS = LA RESISTANCE DE MACONNERIE DE BRIQUES EN CONTRAINTE DE COMPRESSION ET DE TRACTIONSAMARASINGHE W; HENDRY AW.1982; PROCEEDINGS OF THE BRITISH CERAMIC SOCIETY; ISSN 0524-5141; GBR; DA. 1982; NO 30; PP. 129-139; BIBL. 7 REF.Article

SHEAR STRENGTH OF REINFORCED BRICKWORK BEAMS. INFLUENCE OF SHEAR ARM RATIO AND AMOUNT OF TENSILE STEEL = RESISTANCE AU CISAILLEMENT DE POUTRES DE MACONNERIE ARMEES. INFLUENCE DU TAUX DE L'ARMATURE DE CISAILLEMENT ET DU TAUX D'ACIER DE TRACTIONSUTER GT; HENDRY AW.1975; STRUCT. ENGR; G.B.; DA. 1975; VOL. 53; NO 6; PP. 249-253; BIBL. 8 REF.Article

LIMIT STATE SHEAR DESIGN OF REINFORCES BRICKWORK BEAMSSUTER GT; HENDRY AW.1975; PROC. BRIT. CERAM. SOC.; G.B.; DA. 1975; NO 24; PP. 191-196; BIBL. 12REF.; (LOAD-BEAR. BRICKWORK. V. PROC. MEET.; LONDON; 1974)Conference Paper

TESTS OF A LOAD BEARING MASONRY STRUCTURECOLVILLE J; HENDRY AW.1978; PROC. BRIT. CERAM. SOC.; GBR; DA. 1978; NO 27; PP. 77-84Article

THE QUARK MODELHENDRY AW; LICHTENBERG DB.1978; REP. PROGR. PHYS.; GBR; DA. 1978; VOL. 41; NO 11; PP. 1709-1780; BIBL. 6 P.Article

AN INVESTIGATION INTO THE BEHAVIOUR OF REINFORCED GROUTED CAVITY BRICK BEAMS UNDER BENDING AND SHEAR = RECHERCHE DU COMPORTEMENT DE POUTRES EN BRIQUES CREUSES A INJECTION DE COULIS COMME RENFORCEMENT SOUMISES A LA FLEXION ET AU CISAILLEMENTOSMAN YA; HENDRY AW.1982; PROCEEDINGS OF THE BRITISH CERAMIC SOCIETY; ISSN 0524-5141; GBR; DA. 1982; NO 30; PP. 346-355; BIBL. 7 REF.Article

TENSILE STRENGTH OF BRICKWORK SPECIMENSSINHA BP; HENDRY AW.1975; PROC. BRIT. CERAM. SOC.; G.B.; DA. 1975; NO 24; PP. 91-100; BIBL. 5REF.; (LOAD-BEAR. BRICKWORK. V. PROC. MEET.; LONDON; 1974)Conference Paper

JOINT FIXITY MEASUREMENTS ON LOAD BEARING MASONRY STRUCTURES = MESURE DE LA FIXITE DU JOINT SUR DES STRUCTURES PORTANTES EN MACONNERIEAWNI AA; HENDRY AW.1982; PROCEEDINGS OF THE BRITISH CERAMIC SOCIETY; ISSN 0524-5141; GBR; DA. 1982; NO 30; PP. 149-159; BIBL. 3 REF.Article

AN INVESTIGATION INTO THE BEHAVIOUR OF A BRICK CROSS-WALL STRUCTURESINHA BP; HENDRY AW.1978; PROC. BRIT. CERAM. SOC.; GBR; DA. 1978; NO 27; PP. 67-76; BIBL. 2 REF.Article

2HC COMMITTEE. CONCRETE IN HOT COUNTRIESORR DMF; HENDRY AW.1976; MATER. ET CONSTR.; FR.; DA. 1976; VOL. 9; NO 49; PP. 49-54; BIBL. 28 REF.Article

THE BEHAVIOUR OF BRICKWORK INFILLED FRAMES UNDER RACKING LOADKADIR MR; HENDRY AW.1975; PROC. BRIT. CERAM. SOC.; G.B.; DA. 1975; NO 24; PP. 65-77; BIBL. 5REF.; (LOAD-BEAR. BRICKWORK. V. PROC. MEET.; LONDON; 1974)Conference Paper

PROTON-PROTON POLARIZATION DATA: POSSIBLE EVIDENCE FOR EXOTIC PERIPHERAL RESONANCESSHU YUAN CHU; HENDRY AW.1972; PHYS. REV., D; U.S.A.; DA. 1972; VOL. 6; NO 1; PP. 190-195; BIBL. 20 REF.Serial Issue

AN ALTERNATIVE INTERPRETATION OF THE NEW ISR STRUCTURE IN ELASTIC PROTON-PROTON SCATTERING AT VERY FORWARD ANGLESSHU YUAN CHU; HENDRY AW.1972; COO-2009-35; U.S.A.; DA. 1972; PP. 1-12; BIBL. 19 REF.Report

AN INVESTIGATION INTO THE BEHAVIOUR OF A FIVE STOREY CAVITY WALL STRUCTURESINHA BP; MAURENBRECHER AHP; HENDRY AW et al.1975; PROC. BRIT. CERAM. SOC.; G.B.; DA. 1975; NO 24; PP. 147-160; BIBL. 2REF.; (LOAD-BEAR. BRICKWORK. V. PROC. MEET.; LONDON; 1974)Conference Paper

A FINITE ELEMENT MODEL FOR THE IN-PLANE BEHAVIOUR OF BRICKWORK = UN MODELE D'ELEMENTS FINIS POUR LE COMPORTEMENT PLAN D'UNE MACONNERIE EN BRIQUESAMARASINGHE W; PAGE AW; HENDRY AW et al.1982; PROC.-INST. CIV. ENG PART 2; ISSN 0307-8361; GBR; DA. 1982; VOL. 73-3; PP. 171Article

AN INTRODUCTION TO LOAD BEARING BRICKWORK DESIGN = INTRODUCTION A LA CONCEPTION DES MACONNERIES DE BRIQUES PORTANTESHENDRY AW; SINHA BP; DAVIES SR et al.1981; ; USA; NEW YORK: ELLIS HORWOOD; DA. 1981; 184 P.; 20 CM; ISBN 0-85312-216-4; L 34903/691.4Book

THE IN-PLANE FAILURE OF MASONRY: A REVIEW = RUPTURE DANS LE PLAN D'UNE MACONNERIE: UE REVUEPAGE AW; SAMARASINGHE W; HENDRY AW et al.1982; PROCEEDINGS OF THE BRITISH CERAMIC SOCIETY; ISSN 0524-5141; GBR; DA. 1982; NO 30; PP. 90-100; BIBL. 71 REF.Article

BEHAVIOUR OF BRICK MASONRY SHEAR WALLS = COMPORTEMENT DES MURS DE CISAILLEMENT MACONNES EN BRIQUESSAMARASINGHE W; PAGE AW; HENDRY AW et al.1981; STRUCT. ENGR. B; GBR; DA. 1981; VOL. 59; NO 3; PP. 42-48; BIBL. 7 REF.Article

UNIFIED PICTURE OF PROTON-PROTON ELASTIC SCATTERING AT ALL ANGLES FROM 3 TO 24 GEV/CTSE YUEN CHENG; SHU YUAN CHU; HENDRY AW et al.1973; PHYS. REV., D; U.S.A.; DA. 1973; VOL. 7; NO 1; PP. 86-90; BIBL. 18 REF.Serial Issue