梁侧锚固钢板加固混凝土受火梁抗剪机理研究

摘要

In order to explore the theoretic analysis channel for the beam side anchorinf steel plates,the paper deduces a simplified formula ac-cordinf to the experiments and data,analyzes the physical meaninfs of some key parameters and its influential factors,accordinf to existinf con-crete beam’s shearinf theories.%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。