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LEAST SQUARES FINITE ELEMENT ANALYSIS OF LAMINAR BOUNDARY LAYER FLOWS.LYNN PP.1974; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1974; VOL. 8; NO 4; PP. 865-876; BIBL. 15 REF.Article

INFINITE ELEMENTS WITH 1/RN TYPE DECAYLYNN PP; HADID HA.1981; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1981; VOL. 17; NO 3; PP. 347-355; BIBL. 17 REF.Article

BENDING ANALYSIS OF PARABOLIC VELAROIDAL SHELLS = ANALYSE DE LA CONTRAINTE DE FLEXION DES COQUES MINCES PARABOLIQUESHADID HA; LYNN PP.1980; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1980; VOL. 106; NO 7; PP. 1609-1621; BIBL. 10 REF.Article

TRANSITION ELEMENTS TO BE USED WITH QUARTER-POINT CRACK-TIP ELEMENTS.LYNN PP; INGRAFFEA AR.1978; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1978; VOL. 12; NO 6; PP. 1031-1036; BIBL. 5 REF.Article

COMPARISON OF MULTIQUADRIC SURFACES FOR THE ESTIMATION OF AREAL RAINFALL.LEE PS; LYNN PP; SHAW EM et al.1974; BULL. SCI. HYDROL.; E.U.; DA. 1974; VOL. 19; NO 3; PP. 303-317; ABS. FR.; BIBL. 3 REF.Article

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