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STATE-OF-THE-ART REPORT ON ULTIMATE STRENGTH OF I-BEAM BRIDGE SYSTEMS1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 5; PP. 1085-1096; BIBL. 4 P.Article

PRACTICAL APPROACH CODE CALIBRATIONSIU WWC; PARIMI SR; LIND NC et al.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 7; PP. 1469-1480; BIBL. 11REF.Article

ULTIMATE LIVE LOAD DISTRIBUTION FACTOR FOR BRIDGESHEINS CP; KUO JTC.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 7; PP. 1481-1496; BIBL. 13REF.Article

A LOAD FACTOR DESIGN FOR TIMBERNWOKOYE DN.1976; STRUCT. ENGR; G.B.; DA. 1976; VOL. 54; NO 3; PP. 91-97; BIBL. 35 REF.Article

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