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本文采用 Super SAP91空间有限元分析程序分析了丹本高速公路上长悬臂连续箱梁的剪力滞效应 ,并与 JTJ0 2 3- 85规范和美国公路桥梁设计规范分别进行了比较。
In this paper, Super SAP91 space finite element analysis program was used to analyze the shear lag effect of long cantilevered continuous box girders on Dan-Ben Expressway, and compared with JTJ0 2 3-85 norms and the United States Highway Bridge Design Code respectively.