摘要
运用ANSYS大型有限元软件 ,对箱形钢板 钢筋混凝土组合结构这种新型的防护结构和普通钢筋混凝土结构在相同爆炸荷载下的响应进行了数值模拟和对比分析 ,得出了较满意的结果 。
Using the finite element software ANSYS, a numerical analysis is done for the response of composite box structure of steel plate reinforced concrete and normal reinforced concrete structure under the same explosive loading. The comparative analysis between the two structures is presented. It is proved that the new defensive structure is worth applying.
出处
《地下空间》
CSCD
2003年第1期66-68,共3页
Underground Space
基金
总后科研项目资助 :编号 4 1A1C5 1