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ANALYSIS OF WOOD DIAPHRAGMS AND TRUSSES. I. DIAPHRAGMS.FOSCHI RO.1977; CANAD. J. CIV. ENGNG; CANADA; DA. 1977; VOL. 4; NO 3; PP. 345-352; ABS. FR.; BIBL. 10 REF.Article

A DISCUSSION ON THE APPLICATION OF THE SAFETY INDEX CONCEPT TO WOOD STRUCTURESFOSCHI RO.1979; CANAD. J. CIV. ENGNG; CAN; DA. 1979; VOL. 6; NO 1; PP. 51-58; ABS. FRE; BIBL. 10 REF.Article

LOG CENTERING ERRORS AND VENEER YIELDFOSCHI RO.1976; FOREST PROD. J.; U.S.A.; DA. 1976; VOL. 26; NO 2; PP. 52-56Article

ANALYSIS OF WOOD DIAPHRAGMS AND TRUSSES. II. TRUSS-PLATE CONNECTIONS.FOSCHI RO.1977; CANAD. J. CIV. ENGNG; CANADA; DA. 1977; VOL. 4; NO 3; PP. 353-362; ABS. FR.; BIBL. 4 REF.Article

THE LIGHT-GAP TECHNIQUES AS A TOOL FOR MEASURING RESIDUAL STRESSES IN BANDSAW BLADESFOSCHI RO.1975; WOOD. SCI. TECHNOL.; U.S.A.; DA. 1975; VOL. 9; NO 4; PP. 243-255; BIBL. 10 REF.Article

STRUCTURAL ANALYSIS OF WOOD FLOOR SYSTEMS = METHODES DE CALCUL CONCERNANT LES PLANCHERS EN BOISFOSCHI RO.1982; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1982; VOL. 108; NO ST7; PP. 1557-1574; BIBL. 8 REF.Article

GLUED-LAMINATED BEAM STRENGTH: A MODEL = RESISTANCE D'UNE POUTRE EN BOIS LAMELLE COLLE: MODELE MATHEMATIQUEFOSCHI RO; BARRETT JD.1980; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1980; VOL. 106; NO 8; PP. 1735-1754; BIBL. 12 REF.Article

DURATION OF LOAD AND PROBABILITY OF FAILURE IN WOOD. I. MODELLING CREEP RUPTUREBARRETT JD; FOSCHI RO.1978; CANAD. J. CIV. ENGNG; CAN; DA. 1978; VOL. 5; NO 4; PP. 505-514; ABS. FRE; BIBL. 21 REF.Article

LONGITUDINAL SHEAR IN WOOD BEAMS: A DESIGN METHOD.FOSCHI RO; BARRETT JD.1977; CANAD. J. CIV. ENGNG; CANADA; DA. 1977; VOL. 4; NO 3; PP. 363-370; ABS. FR.; BIBL. 5 REF.Article

MODE II STRESS-INTENSITY FACTORS FOR CRACKED WOOD BEAMS.BARRETT JD; FOSCHI RO.1977; ENGNG FRACTURE MECH.; G.B.; DA. 1977; VOL. 9; NO 2; PP. 371-378; H.T. 2; BIBL. 10 REF.Article

STRESS INTENSITY FACTORS IN ANISOTROPIC PLATES USING SINGULAR ISOPARAMETRIC ELEMENTS.FOSCHI RO; BARRETT JD.1976; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1976; VOL. 10; NO 6; PP. 1281-1287; BIBL. 10 REF.Article

LOAD-DURATION EFFECTS IN WESTERN HEMLOCK LUMBER = EFFETS DE LA DUREE D'APPLICATION DE CHARGES SUR UN BOIS DE CHARPENTE EN SAPIN-CIGUEEFOSCHI RO; BARRETT JD.1982; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1982; VOL. 108; NO ST7; PP. 1494-1510; BIBL. 9 REF.Article

SHEAR STRENGTH OF UNIFORMLY LOADED DIMENSION LAMBER.BARRETT JD; FOSCHI RO.1977; CAN. J. CIV. ENGNG; CANADA; DA. 1977; VOL. 4; NO 1; PP. 86-95; ABS. FR.; BIBL. 14 REF.Article

DURATION OF LOAD AND PROBABILITY OF FAILURE IN WOOD. II. CONSTANT, RAMP, AND CYCLIC LOADINGSBARRETT JD; FOSCHI RO.1978; CANAD. J. CIV. ENGNG; CAN; DA. 1978; VOL. 5; NO 4; PP. 515-532; ABS. FRE; BIBL. 4 REF.Article

LONGITUDINAL SHEAR STRENGH OF DOUGLAS-FIR.FOSCHI RO; BARRETT JD.1976; CANAD. J. CIV. ENGNG.; CANADA; DA. 1976; VOL. 3; NO 2; PP. 198-208; BIBL. 12 REF.Article

ANALYSIS AND DESIGN OF GRIPLAM NAILED CONNECTIONSFOSCHI RO; LONGWORTH J.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 12; PP. 2537-2555; BIBL. 6REF.Article

PERPENDICULAR-TO-GRAIN STRENGTH OF DOUGLAS-FIRBARRETT JD; FOSCHI RO; FOX SP et al.1975; CANAD. J. CIV. ENGNG; CANADA; DA. 1975; VOL. 2; NO 1; PP. 50-57; ABS. FR.; BIBL. 17 REF.Article

REDUCING CROOK IN KILN-DRIED NORTHERN ASPENSTUDS.MACKAY JFG; HAMM EA; FOSCHI RO et al.1977; FOREST PROD. J.; U.S.A.; DA. 1977; VOL. 27; NO 3; PP. 33-38; BIBL. 8 REF.Article

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