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A BASIS FOR THE DESIGN OF COLUMN BRACING.MEDLAND IC.1977; STRUCT. ENGR; G.B.; DA. 1977; VOL. 55; NO 7; PP. 301-307; BIBL. 4 REF.Article

STIFFNESS FUNCTIONS FOR ELASTICALLY SUPPORTED MEMBERSMEDLAND IC.1973; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1973; VOL. 99; NO 2; PP. 295-300; BIBL. 10 REF.Serial Issue

BUCKLING OF INTERBRACED BEAM SYSTEMSMEDLAND IC.1980; ENG. STRUCT.; GBR; DA. 1980; VOL. 2; NO 2; PP. 90-96; BIBL. 13 REF.Article

LOCALLY INDUCED MOMENTS IN BRACED COLUMN STRUCTURES = MOMENTS INDUITS LOCALEMENT DANS DES STRUCTURES DE POTEAUX ENTRETOISESMEDLAND IC.1979; STRUCT. ENGR, B; GBR; DA. 1979; VOL. 57; NO 3; PP. 66-68; BIBL. 3 REF.Article

A TECHNIQUE FOR CRITICAL LOAD FACTOR CALCULATION IN FRAMED STRUCTURES.MEDLAND IC.1977; CIV. ENGNG TRANS.; AUSTRAL.; DA. 1977; VOL. 19; NO 2; PP. 184-191; BIBL. 14 REF.Article

BASE ISOLATION SYSTEMS FOR EARTHQUAKE PROTECTION OF MULTI-STOREY SHEAR STRUCTURES = SYSTEME D'ISOLATION DE BASE POUR LA PROTECTION CONTRE LES SEISMES DE STRUCTURES DE CONTREVENTEMENT A PLUSIEURS ETAGESLEE DM; MEDLAND IC.1979; EARTHQUAKE ENGNG STRUCT. DYNAM.; GBR; DA. 1979; VOL. 7; NO 6; PP. 555-568; BIBL. 24 REF.Article

ON CONVERGENCE OF DISPLACEMENT FINITE ELEMENTS, WITH AN APPLICATION TO SINGULARITY PROBLEMSMOHR GA; MEDLAND IC.1983; ENGINEERING FRACTURE MECHANICS; ISSN 0013-7944; USA; DA. 1983; VOL. 17; NO 5; PP. 481-491; BIBL. 43 REF.Article

BRACE FORCES IN INTERBRACED COLUMN STRUCTURES = FORCES DE CONTREVENTEMENT DANS DES STRUCTURES DONT LES POTEAUX SONT CONTREVENTESMEDLAND IC; SEGEDIN CM.1979; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1979; VOL. 105; NO 7; PP. 1543-1556; BIBL. 9 REF.Article

THE BUCKLING OF INTERBRACED COLUMNS.SEGEDIN CM; MEDLAND IC.1978; INTERNATION. J. SOLIDS STRUCT.; G.B.; DA. 1978; VOL. 14; NO 5; PP. 375-384; BIBL. 10 REF.Article

THE MULTIDIMENSIONAL STEFAN' PROBLEM: A FINITE ELEMENT APPROACH.FISHER I; MEDLAND IC.1974; IN: FINITE ELEM. METHODS ENG. PROC. INT. CONF.; KENSINGTON, AUST.; 1974; KENSINGTON; UNISEARCH LTD.; DA. 1974; PP. 767-783; BIBL. 9 REF.Conference Paper

A FINITE ELEMENT APPROACH TO STABILITY ANALYSIS IN FRAMES (INCLUDING WARPING EFFECTS). = APPROCHE PAR ELEMENTS FINIS DE L'ANALYSE DE LA STABILITE DANS LES STRUCTURES (INCLUANT LES EFFETS DE GAUCHISSEMENT)DAVIDSON BJ; MEDLAND IC.1974; IN: FINITE ELEM. METHODS ENG. PROC. INT. CONF.; KENSINGTON, AUST.; 1974; KENSINGTON; UNISEARCH LTD.; DA. 1974; PP. 621-637; BIBL. 8 REF.Conference Paper

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