The segments of the plant which have been constructed are calculated, which reflects that axial compression ratio of column and concrete strength is in accordance with the code.
对已建厂房的复核结果反映出底层柱的轴压比、结构的混凝土等级等均能够满足要求,但抗弯承载力不足。
3
The buckling of large vertical cylindrical shells with welds subjected to local thermal action and axial loads was studied with numerical method by using ANSYS code.