THE LIFTING OF PIPELINES FOR REPAIR OR MODIFICATION = LE SOULEVEMENT DES PIPELINES POUR REPARATION OU MODIFICATIONHOBBS RE.1979; INSTIT. CIV. ENGRS, PROC.; GBR; DA. 1979-12; VOL. 67; PP. 1003-1013; BIBL. 6 REF.Article

A BEAM BENDING PROBLEM WITH A FREE BOUNDARYHOBBS RE.1979; COMPUTER AND STRUCT.; GBR; DA. 1979; VOL. 10; NO 6; PP. 915-920; BIBL. 3 REF.Article

SOIL MODULUS AND LONGITUDINAL PIPELINE STRESSES = MODULE DU SOL ET CONTRAINTES LONGITUDINALES DANS LES CANALISATIONSHOBBS RE.1980; PROC. AM. SOC. CIV. ENG., TRANSP. ENG. J. ASCE; ISSN 0569-7891; USA; DA. 1980; VOL. 106; NO 6; PP. 775-785; BIBL. 9 REF.Article

NUMERICAL STABILITY OF DYNAMIC RELAXATION ANALYSIS OF NONLINEAR STRUCTURES.CASSELL AC; HOBBS RE.1976; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1976; VOL. 10; NO 6; PP. 1407-1410; BIBL. 14 REF.Article

THE FATIGUE OF STRUCTURAL WIRE STRANDS = LA FATIGUE DES CABLESHOBBS RE; GHAVAMI K.1982; INT. J. FATIGUE; ISSN 0142-1123; GBR; DA. 1982; VOL. 4; NO 2; PP. 69-72; BIBL. 4 REF.Article

THE ULTIMATE LOAD BEHAVIOUR OF BOX GIRDER WEB PANELS = COMPORTEMENT A LA RUPTURE DES PANNEAUX FORMANT L'AME D'UNE POUTRE CAISSONHARDING JE; HOBBS RE.1979; STRUCT. ENGR, B; GBR; DA. 1979; VOL. 57; NO 3; PP. 49-54; BIBL. 4 REF.Article

THE ELASTO-PLASTIC ANALYSIS OF IMPERFECT SQUARE PLATES UNDER IN-PLANE LOADING.HARDING JE; HOBBS RE; NEAL BG et al.1977; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1977-03; VOL. 63; PP. 137-158; BIBL. 20 REF.Article

FORMATION OF A LONG-WAVELENGTH BURIED-CRESCENT LASER STRUCTURE ON CHANNELLED SUBSTRATESMURRELL DL; WALLING RH; HOBBS RE et al.1982; IEE PROCEEDINGS. PART I. SOLID-STATE AND ELECTRON DEVICES; ISSN 0143-7100; GBR; DA. 1982; VOL. 129; NO 6; PP. 209-213; BIBL. 15 REF.Article

LOW THRESHOLD CHANNELLED-SUBSTRATE BURIED CRESCENT INGAASP LASERS EMITTING AT 1.54 MU MDEVLIN WJ; WALLING RH; FIDDYMENT PJ et al.1981; ELECTRON. LETT.; ISSN 0013-5194; GBR; DA. 1981; VOL. 17; NO 18; PP. 651-653; BIBL. 5 REF.Article