摘要
有关242省道青口河特大桥钢便桥设计中上部结构和下部结构的受力分析与验算,对同类地质条件下便桥的设计和施工具有一定的参考价值。
During designing temporary steel bridge of Qingkou River superlarge bridge on provin- cial road line 242, the top and lower structures are analyzed in stress and check computations. It has some reference value to the design and construction of this kind of temporary bridge under the same geological conditions.
出处
《交通标准化》
2009年第7期143-146,共4页
Communications Standardization
关键词
青口河特大桥
钢便桥
设计
Qingkou River superlarge bridge
temporary steel bridge
design
