orthotropic steel bridge deck 正交异性钢桥面板 ; 正交异性钢桥面
orthotropic steel deck 正交异性钢桥面板 ; 正交异性钢桥面
orthotropic steel deck plate 正交异性钢桥面板
orthotropic steel deck bridge 正交异性板面钢桥
orthotropic steel deck pavement 正交异性钢桥面板
integral orthotropic steel deck 合成型钢桥面
orthotropic steel bridge deck model 正交异性板模型
orthotropic monolithic steel deck 正交异性整体钢桥面板
The important parameters that influence the mechanical property of the paving layer on an orthotropic steel bridge deck are the paving layer thickness and modulus of the asphalt concrete surfacing.
影响正交异性钢桥面铺装层力学性能的重要参数有铺装层的厚度和沥青混凝土铺装层的模量。
Through the analysis of testing results of orthotropic steel deck under more loading cases, actual stress in deck is presented.
通过对多工况下正交异性板测试结果进行分析，说明桥面板的实际应力情况。
There are mainly three methods in the second system stress analysis of the orthotropic steel deck, P-E method, the equivalent girder beam method and the FEM.
薄壁钢扁平箱梁正交异性板钢桥面系第二体系应力的计算方法主要有P - E法、等效格子梁法和有限元法等。
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