摘要
在分析T梁截面转换加固前后计算模式基础上,采用弹性支承连续梁法对加固前后T梁荷载横向分布进行计算,并且与实测值进行分析,结果表明加固层与原结构层共同承载活载,荷载横向分布得以改善。
Based on the analysis of T Beam before and after conversion reinforcement computing model,the use of elastic support continuous beam method before and after reinforcement T beam transverse load distribution is calculated and analyzed with the measured values,the results show that the reinforcement layer structure layer co-hosted with the original live load,transverse load distribution can be improved.
出处
《公路工程》
北大核心
2015年第3期33-36,共4页
Highway Engineering
基金
国家自然科学基金项目(51278512/E080505)
重庆市重大科技攻关基金项目(CSTC2009AB6149)
关键词
截面转换
T梁加固
荷载横向分布
弹性支撑连续梁法
sectional conversion
T beam reinforcement
load transverse distribution
elastic support continuous beam method
