摘要
新建的沈阳南阳湖大桥是我省较为复杂的桥梁之一,引桥采用了预应力混凝土连续箱梁结构。对大桥的引桥设计及结构计算进行了整体的概述。
Shenyangnanyanghu bridge newly built is one of complex bridges in our province,its approach has adopted the structure of prestressed concrete continuous box girder. The paper outlines the design of approach and the calculation of entire bridge structures from integral.
出处
《北方交通》
2008年第8期83-85,共3页
Northern Communications
关键词
连续箱梁
设计
结构计算
Continuous box girder
Design
Calculation of structures