摘要
归纳总结了国内宽肢异形柱的研究成果,结合宽肢异形柱斜截面受剪承载力试验,分析了宽肢异形柱的受力特性,并通过宽肢异形柱斜截面受剪承载力试验结果与现行异形柱规程提出的受剪承载力计算方法进行比较,以检验异形柱规程斜截面受剪承载力计算公式对宽肢异形柱的适用性。
This paper summarized the internal research achievements of wide flange specially shaped column, analysed the bearing behavior of wide flange specially shaped column combined the shearing strength experiment of this kind column, and compared the shearing strength experiment result of wide flange specially shaped column with the computation result got according to the technical specification for concrete structures with specially shaped columns, to examine the shearing strength formula of specially shaped column if to be suitable for the wide flange specially shaped column.
出处
《山西建筑》
2010年第20期51-52,共2页
Shanxi Architecture
关键词
混凝土
宽肢
异形柱
受剪承载力
concrete, wide flange, specially shaped column, shearing strength
