摘要
结合工程实践,对某轻型刚架拱桥的病理进行分析,并对其进行动静载试验研究,提出了危桥的加固改造措施,建立了加固改造后的结构模型,从而论证所采取措施的合理性。
Combine with project practice, by analyzing the reason of the damage to one light rigid frame arch bridge . After that, it places emphasis on the detail study of the constructional technique of strengthening and rebuilding of this bridge. In the end, it erects an calculate model to prove that the strengthening method with the machanically attached steel plates is reliable.
出处
《交通科技与经济》
2008年第4期52-53,共2页
Technology & Economy in Areas of Communications
关键词
病理
试验
加固
粘钢技术
reasons for damage
experiment
strengethen
machanically attached steel plates
