摘要
采用增大截面和增设支点的方法对受弯构件进行加固时 ,应采取措施保证新、旧混凝土整体工作 ,共同受力 ;同时 ,要尽可能提高卸荷比例 ,这对提高加固后的承载力有显著作用。
As strengthening a flexural member with method of increasing section and setting support,messures should be taken to ensure the integral working and loading of new-old concrete structures;at the same time,the unloading ratio should also be increased,which has possibly a remarkable effect on raising the bearing capacity of the strengthened member.
出处
《工业建筑》
CSCD
北大核心
2004年第6期15-17,27,共4页
Industrial Construction
