摘要
以薄板为基点引出屈曲后强度的概念,并以I字型截面梁为例,介绍了屈曲后强度的计算方法在我国设计规范中的具体应用,并提出设计建议。
The text brings forward the conception of post-bucking strength on the base point of thin plates and idiographic application of the post-bucking strength calculational method was illustrated with the I-shaped beam in my country criterions ,simultaneity, bringing forward some designing suggestions.
出处
《工程建设与设计》
2010年第1期30-32,共3页
Construction & Design for Engineering
关键词
薄板
屈曲后强度
轻钢结构
有效宽度
thin plates
post-bucking strength
light steel structure
effective width
