高强混凝土柱—普通混凝土板角节点核心混凝土的表现强度  

Apparent strength of corner HSC column-NSC slab joints

作　　者：季光耀[1] 

机构地区：[1]丽水学院建筑工程系,浙江丽水323000

出　　处：《四川建筑科学研究》2010年第3期212-213,216,共3页Sichuan Building Science

基　　金：浙江省建设厅资助项目

摘　　要：基于国内外试验结果,对高强混凝土柱和普通混凝土板角节点混凝土的表现强度计算方法进行了详细的综述分析,对不同研究者建议的公式进行了比较,得出了较好的公式。最后,建议了应该进一步研究的问题。本文的研究结果具有一定的实际应用价值。Based on the investigation conducted in China and other counties,a review of the apparent strength of the corner high strength concrete column—normal strength concrete slab joints was presented.Furtherly,a comparation was performed to the equations developed by various researchers for the apparent concrete of the joints.According to the related test data,the best equation was obtained.Finally some recommendations on the subject were given.

关 键 词：板柱角节点 高强混凝土柱 普通混凝土板 混凝土表现强度 

分 类 号：TU528.31[建筑科学—建筑技术科学]