钢包砼拱形防护门有限元模态分析

IMECH-IR > 力学所知识产出(1956-2008)

	钢包砼拱形防护门有限元模态分析
	战颂; 徐永君; 张均锋
Source Publication	地下空间与工程学报
	2006
Volume	2 Issue:6 Pages:967-970
ISSN	1673-0836
Abstract	防护门是阵地工程中的薄弱环节,研究其在冲击载荷作用下的动态响应具有重要意义.作者利用ANSYS有限元分析软件,建立钢包混凝土拱形防护门的仿真模型.通过对模型进行模态分析,给出防护门的前10阶固有频率及相应的振型,对防护门的自振特性有了较为精确的认识,从而为进一步分析防护门的动力响应打下基础.
Subject Area	力学
Indexed By	国内刊物
Document Type	期刊论文
Identifier	http://dspace.imech.ac.cn/handle/311007/16202
Collection	力学所知识产出(1956-2008)
Recommended Citation GB/T 7714	战颂,徐永君,张均锋. 钢包砼拱形防护门有限元模态分析[J]. 地下空间与工程学报,2006,2,6,:967-970.
APA	战颂,徐永君,&张均锋.(2006).钢包砼拱形防护门有限元模态分析.地下空间与工程学报,2(6),967-970.
MLA	战颂,et al."钢包砼拱形防护门有限元模态分析".地下空间与工程学报 2.6(2006):967-970.

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