摘要
汶川地震拱桥震害明显,且震害随桥梁规模、连孔情况的不同而发生变化,故对两种类型进行统计归纳,得到相关统计规律。
The damages to arch bridges in Wenchuan earthquake were distinct,and the earthquake damages varied with the scale of bridges and multi-span.So we get the related statistical rule of earthquake damages to arch bridges from summing up two types of damages.
引文
[1]李鸿晶,陆鸣,等.汶川地震桥梁震害的特征[J].南京工业大学学报,2009(1):24-29.
[2]黄振鹤,徐晓东.5.12汶川地震后桥梁检测评定与分析研究[J].交通标准化,2008(总187):62-66.
[3]曹鹏杰,顺远坤.汶川地震中拱桥震害调查及分析[J].资源环境与节能减灾,2010(1下):121-122.