摘要
以某实桥为工程背景,对比了该实桥试验荷载所测试的数据与不同简化下模型所计算的理论值,并分析了铺装层和护栏对理论计算的影响及护栏随桥面宽度变化对理论计算产生的影响。
The effects of bridge paving layer and guard bar to the theoretical calculation results are analyzed by comparing test data of test loads and theoretical values of calculation model of a real bridge project. Then the effects of changes of guard bar width to the theoretical calculation results are further analyzed, which could provide theoretical basis for evaluation of load-bearing capacity of bridge by loading test in the future.
出处
《混凝土与水泥制品》
2017年第3期44-46,共3页
China Concrete and Cement Products
基金
江苏省建设厅科技项目(2015ZD76)
关键词
桥梁
静载试验
桥面铺装层
护栏
Bridge
Static load test
Bridge paving layer
Guard bar
