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化爆作用下无梁板结构的冲切动力响应分析
引用本文:王安宝,董军,杨秀敏,邓国强. 化爆作用下无梁板结构的冲切动力响应分析[J]. 工程力学, 2003, 20(3): 6-12
作者姓名:王安宝  董军  杨秀敏  邓国强
作者单位:总参工程兵第四设计研究院,北京,100850
基金项目:国家人民防空办公室九五计划科研项目(1997国人防办字第74号)
摘    要:在化爆土中自由场波传播理论的基础上,采用介质结构相互作用理论和双剪强度理论对无梁板结构冲切破坏机构进行了分析,建立了无梁板结构的冲切抗力模型和动力响应方程,分析结果与试验结果符合较好。

关 键 词:化爆  钢筋混凝土无梁板结构  冲切破坏  动力响应
文章编号:1000-4750(2003)03-0006-07

DYNAMIC PUNCHING ANALYSIS OF FLAT REINFORCED CONCRETE SLAB UNDER CHEMICAL EXPLOSION LOADING
WANG An-bao,DONG Jun,YANG Xiu-min,DENG Guo-qiang. DYNAMIC PUNCHING ANALYSIS OF FLAT REINFORCED CONCRETE SLAB UNDER CHEMICAL EXPLOSION LOADING[J]. Engineering Mechanics, 2003, 20(3): 6-12
Authors:WANG An-bao  DONG Jun  YANG Xiu-min  DENG Guo-qiang
Abstract:Based on the wave propagation theory of the free field in soil under the conventional weapon burst circumstances, the analysis of the punching failure mechanism of slab-column connection is performed using the structure medium interaction theory and the twin shear strength theory. The resistance model of structure and the eqution of motion for the structure are established. The calculated results are in good agreement with the experimental ones.
Keywords:chemical explosion  flat reinforced concrete slab structure  punching failure  dynamic response
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