摘要
通过对单跨141m钢管混凝土拱桥主拱进行承载能力最不利状态下的静动载试验,将试验结果与理论计算结果相 比较,据此来验证在设计荷载作用下桥梁的整体受力性能,并作为桥梁竣工验收的依据。
Through the static test with bearing weight under the worst condition, the 141m steel pipe concrete arch bridge single cross. We compare the test result with the theory count, that could verify the bridge beam with bearing the weight under design and also it could be the foundation for bridge check and accept.
出处
《交通标准化》
2004年第7期12-14,共3页
Communications Standardization
关键词
洞头花岗大桥
钢管混凝土拱桥
静载试验
动载试验
承载能力
arch bridge with steel pipe of concrete
payload testing in static
payload testing in dynamic
capability of bearing weight
