摘要
采用一维波理论,考虑土-结构相互作用及中面力的影响,分析了在核爆作用下土中箱形结构顶板的动载荷,获得了一些有意义的结果.对顶板跨中压力迅速衰减给出了合理的解释.
In this paper,the dynamic loading on the roof of a shallow-buried box-type structure in soil under nuclear explosion in consideration of soil-structure interaction and the effects of the compressive force in the middle surface of the roof is analysed. Some of the significant results have been obtained,especially a rational explanation for quick declination of the loading in the middle of the roof is given.
出处
《同济大学学报(自然科学版)》
EI
CAS
CSCD
1996年第3期336-341,共6页
Journal of Tongji University:Natural Science
基金
国家自然科学基金