The calculations analyzed various factors influencing the shear buckling of aluminum plates such as the width-to-thickness ratio,stiffener spacing,alloy temper,and end post.

The influences of shear buckling stress, critical load and buckling mode of the corrugated steel webs with different web dimension parameters in prestressed concrete composite box-girder bridge are investigated by analytical method and 3D finite element method.

Border problem of shear buckling of annular plates is described with Van Kanmán s equation,and the border problem is divided into some differential operator equations that they are equivalent in the space of Soblver,linear problem and characteristics are studies too.

For thin-walled cold-formed steel members subjected to compression or bending,there are three buckling modes—local plate buckling,section distortional buckling and overall buckling.

The interactive local buckling modes of the trapezium corrugated channel sections with different width-to-thickness ratios,the overall buckling modes and the ultimate bearing capacity of the structure subjected to half-span and full-span vertical uniform loads were theoretically studied by FEM.

In order to attain lattice structure with high load-carrying efficiency,according to the two kinds of probable buckling modes of fiber winding composite lattice structures,overall buckling and local buckling,the equations used to compute overall buckling loads and local buckling loads were derived,and MATLAB program was compiled and used to compute buckling loads.