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- 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。
- orthotropic steel box 正交异性钢箱梁
- 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;
- 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。
- The main suspension gallows consist of a steel box beam, sitting on hydraulic jacks that support all the structure during concreting. 主吊架有一钢箱梁组成，坐落在液压千斤顶上，在浇注混凝土过程中支撑所有结构。
- Steel box continuous curved beam with its big span, little section, esthetical sculpt, is adopted generally by municipal projects. 钢箱连续曲梁以其跨度大、面小、型美,普遍被市政工程采用。
- 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。
- Some suggestions of cantilever installation of steel box shaped girder are given. 对悬拼法钢箱梁安装提出了一些有益的建议。
- 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。
- The multi-scale damage analysis method for steel box girder is presented with respect to Runyang Cable-stayed Bridge. 以润扬大桥斜拉桥为分析对象,提出了扁平钢箱梁结构的多尺度损伤分析方法。
- It is presented the design of carrying pole beam for hoisting steel box beams of Xianyue Road viaduct in Xiamen. 介绍厦门市仙岳路高架桥钢箱梁吊装用扁担梁的设计,解决了钢箱梁吊运的难题,满足生产需要,收到较好效果。
- Some beneficial suggestions were raised for installing steel box girders with the cantilevering method. 对悬拼法钢箱梁安装提出了一些有益的建议。
- The torsion and warping of curved clat steel box girders for steel arch bridge with unsymmetrical outward inclined ribs were discussed. 以正在设计中的非对称外倾式钢箱拱肋扁平钢箱弯主梁结构形式的异型钢拱桥为背景,采用空间杆系模型对该桥进行恒载和活载作用下扁平钢箱主梁的扭转与翘曲受力特性分析;
- The load from the cable is transmitted to the steel box beam by friction between the anchorage plate and the bottom plate. 锚固耳板与钢箱梁腹板间通过摩擦力将斜拉索力传至钢箱梁。
- pavement system of orthotropic steel bridge deck 正交异性钢桥面铺装层
- Jinghang Cannel Bridge is a self-anchored suspension bridge with steel box girder in main span and concrete box girder in side span. 京杭运河特大桥为自锚式悬索桥,主跨采用钢箱梁作为加劲梁,边跨采用混凝土加劲梁。
- Based on the segmental model experiment of steel box girder for SanChaJi Bridge in ChangSha City, the buckling problem of stiffened plate is studied. 本文在对长沙三汊矶大桥自锚式悬索桥钢箱梁模型试验的基础上,对加劲板件的稳定问题进行了研究。
