The general FEA program ANSYS is used to calculate the stability carrying capacity of box-section members with slender web subjected biaxial eccentric compression. The influence from changed parameter is analyzed.
本文运用ANSYS通用有限元程序计算了薄腹箱形截面双向压弯构件的稳定承载力,分析了参数改变对其造成的影响,主要的工作有以下几方面。