DISTORTIONAL BUCKLING OF STEEL STORAGE RACK COLUMNS

[1] BAIGENT AH, 1982, 6TH P INT SPEC C COL

[2] DESMOND TP, 1981, J STRUCT DIV-ASCE, V107, P329

[3] HANCOCK GJ, 1978, J STRUCT DIV-ASCE, V104, P1787

[4] HANCOCK GJ, 1983, J AUSTR I STEEL CONS, V17

[5] HANCOCK GJ, 1984, CIV ENG T I ENG AUST, V26, P327

[6] HANCOCK GJ, 1981, J AUSTR I STEEL CONS, V15

[7] Plank R. J., 1974, International Journal for Numerical Methods in Engineering, V8, P323, DOI 10.1002/nme.1620080211

[8] PRZMIENIECKI JS, 1973, J AM I AERONAUTICS A, V11

[9] Timoshenko SP., 1959, THEORY ELASTIC STABI

[10] 1983, S465 U SYDN SCH CIV

[1] BAIGENT AH, 1982, 6TH P INT SPEC C COL

[2] DESMOND TP, 1981, J STRUCT DIV-ASCE, V107, P329

[3] HANCOCK GJ, 1978, J STRUCT DIV-ASCE, V104, P1787

[4] HANCOCK GJ, 1983, J AUSTR I STEEL CONS, V17

[5] HANCOCK GJ, 1984, CIV ENG T I ENG AUST, V26, P327

[6] HANCOCK GJ, 1981, J AUSTR I STEEL CONS, V15

[7] Plank R. J., 1974, International Journal for Numerical Methods in Engineering, V8, P323, DOI 10.1002/nme.1620080211

[8] PRZMIENIECKI JS, 1973, J AM I AERONAUTICS A, V11

[9] Timoshenko SP., 1959, THEORY ELASTIC STABI

[10] 1983, S465 U SYDN SCH CIV