摘要
钢结构屈曲是造成结构丧失承载力的重要原因，从单纯考虑整体或局部屈曲发展到考虑局部—整体相关屈曲是研究的重大突破．回顾相关屈曲的研究历史，分析研究现状，展望未来的发展方向，是研究工作可持续发展的重要环节．
Buckling is the main factor to cause the loss of the bearing capacity of steel structure .It is an important breakthrough in the research to develop from overall buckling or local buckling separately to local overall correlation buckling, whereas it is an important link to review the research history, to analyze the current situation and to prospect the future development.
出处
《西北建筑工程学院学报（自然科学版）》
1999年第2期1-5,共5页
Journal of Northwestern Institute of Architectural Engineering
基金
国家自然科学基金
关键词
相关屈曲
钢构件
薄壁构件
理论
钢结构
local overall correlation buckling
steel members
thin walled member
development of theory
