At first, linear stress analyses were performed to investigate the stress-strain distribution of axially compressed column-supported steel silos with engaged columns.
通过线性分析初步了解了轴压下仓壁柱承钢筒仓的应力应变分布特性。
2
It is found that the buckling strength of column-supported silos is mainly dependent on the height of the engagedcolumn, which also affects the buckling deformation mode.