Belevitch's theorem

The Wood method, also known as the Merchant–Rankine–Wood method, is a structural analysis method which was developed to determine estimates for the effective buckling length of a compressed member included in a building frames, both in sway and a non-sway buckling modes. It is named after R. H. Wood.

According to this method, the ratio between the critical buckling length and the real length of a column is determined based on two redistribution coefficients, ${\eta }_1$ and ${\eta }_2$, which are mapped to a ratio between the effective buckling length of a compressed member and its real length.

The redistribution coefficients are obtained through the following expressions:

${\eta }_i=\frac{K_c+K_i}{K_c+K_i+K_{i}1+K_{i}2},i=1,2$

where $K_i$ are the stiffness coefficients for the adjacent length of columns.

Although this method was included in ENV 1993-1-1:1992, it is absent from EN 1993-1-1.

See also

• EN 1993
• Merchant–Rankine method
• Horne method