摘要
为初步探索一条梁侧锚固钢板(BSP)的理论分析途径,在已做实验的基础上,依据实验现象及数据,推出一个简化的计算公式,并通过已有的混凝土梁抗剪理论,分析了公式中关键参数的物理意义及影响因素。
In order to explore the theoretic analysis channel for the beam side anchoring steel plates, the paper deduces a simplified formula accordingto the experiments and data, analyzes the physical meanings of some key parameters and its influential factors, according to existing concretebeam, s shearing theories.
出处
《山西建筑》
2016年第15期38-39,共2页
Shanxi Architecture
关键词
钢筋混凝土梁
梁侧锚固钢板法
抗剪机理
承载力
reinforced concrete beam, beam side anchoring steel plate method, shearing mechanism, loading capacity
