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For deceasing load and increasing the span, the orthotropic steel deck is generally applied for the long span steel bridge. 为了减小桥梁自重和增大跨径,大多数钢桥的桥面板一般采用正交异性钢桥面板。
The comparisons of dynamic properties between the elaborate model and simplified model validate the effectiveness of the FE simplified simulations of the orthotropic steel deck. 与精细模型的动力特性对比表明，该模型可作为结构损伤预警与损伤识别分析的有限元模型。
The orthotropic steel deck with thin asphalt pavement have been used popularly to long-span bridges in order to reduce dead load and improve the span length. 大跨径钢桥大多采用正交异性钢桥面板和薄层沥青铺装的钢桥面铺装结构,大大的减轻了结构自重,从而,提高了桥梁的跨越能力。
In competition with the orthotropic steel deck adopted in the Fleher Bridge, Leonard, the famous pioneer of modern reinforced concrete technology, designed a composite concrete deck which is very similar in section to that particular steel one. 与弗莱尔大桥所用的正交各向异性钢梁相媲美,现代钢筋混凝土技术的著名先驱里奥哈特设计出了截面与之类似的组合混凝土梁。
The FE simulation method of the orthotropic steel deck is discussed, on the basis of which the simplified FE model is established for the purpose of structural damage alarming and identification. 探讨了正交异性桥面系的有限元模拟方法，并以损伤预警与损伤识别为目标建立了简化有限元模型。
The optimized results have shown that the mechanical demands of the orthotropic steel deck stiffened plate are more easily met with larger span of cross beam and thicker top plate and U-stiffeners. 优化结果表明：适当增加横隔板间距、加大顶板和U肋厚度能更有效地满足结构受力和局部稳定要求。
On Axle Load Reduction of Orthotropic Steel Deck Plate Surfacing 正交异性钢桥面铺装轴载换算的初步研究
Evaluation of Fatigue Life of Orthotropic Steel Deck Plates 正交异性钢桥面板的疲劳寿命评估
Performance of Guss Asphalt for Orthotropic Steel Deck Plate Surfacing 钢桥面浇注式沥青混合料铺装的性能
Research on the Loading Pattern of Asphalt Pavement on Orthotropic Steel Deck 正交异性钢桥面沥青混凝土铺装层荷载图式研究
Damage causes of mastic asphalt pavement on orthotropic steel deck plate 浇注式沥青混凝土铺装破坏原因
Permanent deformation and deformation compliance of guss-asphalt for orthotropic steel deck plate surfacing 浇注式沥青混凝土铺装的永久变形与变形追从性
orthotropic steel decks 正交异性钢桥面板
orthotropic steel deck pavement 正交异性钢桥面板
orthotropic steel deck slab 正交异性钢桥面板
Checking calculation method and essentials about fatigue of orthotropic steel bridge deck are briefly described. 简述了正交异性钢桥面板的疲劳验算方法及注意点;
orthotropic steel deck 正交异性钢桥面板
The deck is an orthotropic steel box girder of aerofoil shape with cantilevered cycle tracks and footway supported from the box. 桥面板采用翼型正交异性钢箱梁结构，由钢箱支撑起悬臂式自行车专用道和人行道。
pavement system of orthotropic steel bridge deck 正交异性钢桥面铺装层
Combining with theoretical analysis and laboratory tests,flexure characters of epoxy asphalt surfacing on steel decks are investigated. 采用理论分析与室内试验相结合的方式,研究了环氧沥青混凝土钢桥面铺装的弯曲特性。