摘要
基于无梁楼盖板柱节点抗冲切承载力设计问题，在无柱帽情况下，分析受冲切区域利用钢纤维混凝土增强、增韧的性质抵抗冲切力的设计方法。
According to have no beam, building cover, plank pillar, node anti-hurtle bearing capacity design problem, under the condition of no the pillar hat, the analysis is that the hurtled district makes use of the steel fiber concrete to strengthen, increase the tenacity to resist.
出处
《建筑技术开发》
2006年第1期50-51,共2页
Building Technology Development
关键词
钢纤维混凝土
无梁楼盖
节点
抗冲切承载力
Steel fiber reinforced concrete
No beam building cover
Node
Anti-hurtle bearing capacity
