摘要
基于型钢-混凝土组合梁和粘钢加固框架梁的受力机理,分析比较两种加固方法的承载力极限值,提出各自的适用范围。经工程验证,分析结果符合实际情况,合理实用。
Based on the loading mechanisms of profiled steel concrete composite beam and bonded steel frame beam, the load bearing limits of the two reinforcing methods are analyzed and compared, and their applicable scope are defined respectively. Engineering test shows the analysis conclusions are rational and practical, coincident with the actual conditions.
出处
《建筑技术》
北大核心
2006年第6期434-436,共3页
Architecture Technology
关键词
结构加固
型钢-混凝土组合梁
粘钢
structure reinforcement
profiled steel concrete composite beam
bonded steel
作者简介
颜卫亨（1958-）,男,贵州兴仁人,长安大学建工学院,教授.
