摘要
通过对双曲拱桥上部结构检算,确定其承载能力,并通过静载试验进行验证。对该桥病害成因进行分析,为维修和加固提供理论上的依据。
The article studies the bearing capacity of two-way curved arch bridge based on the upper structure checking method. Static loading test was used for validation. The reasons causing defects of the bridge were analyzed. The paper may provide some theoretical references for bridge maintenance and strengthening.
出处
《森林工程》
2007年第2期59-61,共3页
Forest Engineering
关键词
双曲拱桥
结构检算
静载试验
病害
two-way curved arch bridge
structure checking method
static loading test
defects
