摘要
通过对文昌桥的通车鉴定试验,测试了无腹式拱桥这种桥型在各种荷载下的受力性能,并将试验结果与理论值进行比较,为新技术的推行和工程竣工验收提供了充分的依据.
The forcing behavior of spandrelless arch bridge, under various loads, has been tested through traffic inspection test of Wenchang Bridge. Comparison is also made between test results and theoretical values. It provides abundant proofs for application of new technology acception of complete project.
出处
《长沙铁道学院学报》
EI
CSCD
1999年第4期83-87,108,共6页
Journal of Changsha Railway University
基金
桂林市解放桥建设有限责任公司委托项目
关键词
无腹式拱桥
受力性能
试验
拱桥
spandrelless arch bridge
forcing performance iexperimental study