摘要
对弹性地基上轴压和侧压圆柱壳的稳定性进行了分析。
The analysis of stability of circular cylindrical shells on elastic foundation under axial and lateral pressure is performed.A new algorithm for calculating the critical load under these conditions is presented.
出处
《湖南大学学报（自然科学版）》
EI
CAS
CSCD
1998年第4期96-99,共4页
Journal of Hunan University:Natural Sciences
