THE ANALYSIS OF CABLES SUBJECT TO UNIFORMLY DISTRIBUTED LOADS

[1] AHMADIKASHANI K, 1983, THESIS U MANCHESTER

[2] AHMADIKASHANI K, 1983, COMPUTER PROGRAMS AN

[3] AHMADIKASHANI K, 1987, SPACE STRUCTURES, V2

[4] BRAGA F, 1974, INT C TENSION STRUCT

[5] Campbell D. B., 1970, J STRUCT DIVISION, V96, P2189

[6] COHEN E, 1957, J STRUCT DIV P ASCE, V83

[7] DEAN LD, 1961, J STRUCT DIV P ASCE, V87, P1

[8] ERNST JH, 1965, BAUINGENIEUR, V40

[9] NON-LINEAR STATIC ANALYSIS OF CABLE-STAYED BRIDGE STRUCTURES [J]. COMPUTERS & STRUCTURES, 1979, 10 (04) : 621 - 635

[10] Goldberg J.E., 1965, J STRUCT DIV ASCE, V91, P57

[1] AHMADIKASHANI K, 1983, THESIS U MANCHESTER

[2] AHMADIKASHANI K, 1983, COMPUTER PROGRAMS AN

[3] AHMADIKASHANI K, 1987, SPACE STRUCTURES, V2

[4] BRAGA F, 1974, INT C TENSION STRUCT

[5] Campbell D. B., 1970, J STRUCT DIVISION, V96, P2189

[6] COHEN E, 1957, J STRUCT DIV P ASCE, V83

[7] DEAN LD, 1961, J STRUCT DIV P ASCE, V87, P1

[8] ERNST JH, 1965, BAUINGENIEUR, V40

[9] NON-LINEAR STATIC ANALYSIS OF CABLE-STAYED BRIDGE STRUCTURES [J]. COMPUTERS & STRUCTURES, 1979, 10 (04) : 621 - 635

[10] Goldberg J.E., 1965, J STRUCT DIV ASCE, V91, P57