| 1. | In order to simplify the calculated procedure , the error coefficient ( r1 ) has been introduced to paper . and so , the criterion formula ( 2 . 1 ) , which calculates strain and stress in concrete , can be replaced by one - variable formula ( 2 . 17 )
为简化计算类设计破坏形态时粘贴加固构件的抗弯承载力，本文引入误差调整系数_ 1 ，将规范混凝土应力?应变公式( 2 . 1 )简化成一阶线性公式( 2 . 17 )并代入计算。 |
