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single arch continuous steel truss beam 单拱连续钢桁梁
The Chindwin River Bridge is for the use of both highway and railway with superstructure of continuous steel trusses, and the main span is 112 m. 缅甸钦敦江大桥为公铁两用的栓焊下承式钢桁梁桥 ,主跨 112 m。
Analysis of lateral rigidity limit value for continuous steel truss beam on speed-raised line 提速线连续钢桁梁桥横向刚度限值分析
Replacement Technology and Monitoring of Vertical Post of Long Span Continuous Steel Truss 大跨径连续钢桁梁竖杆更换工艺与监控
Analysis of Transverse Stiffness Limitation Index of Continuous Steel Truss Girder of Railway Bridge 铁路连续钢桁梁桥横向刚度限值分析
The Influence of the Vehicle Parameters on Vertical Loaded Free Frequency of Railway Continuous Steel Truss Bridge 车辆参数对铁路连续钢桁梁桥竖向有载自振频率的影响
Calculation and Research of Structural Behaviors on Existing Continuous Steel Truss Bridge under Heavy Trailer Load 既有连续钢桁梁桥当重车过桥时结构性能的计算研究
WUHU YANGTSE RIVER BRIDGE DESIGN FOR THE CONTINUOUS STEEL TRUSS OF LOW CONSTRUCTIONAL HEIGHT OVER YUXI RIVER 芜湖长江大桥裕溪河低建筑高度连续钢桁梁设计
Applicationd of Long-Span Hybrid System of Continuous Steel Truss Arch-Girder to Wanzhou Changjiang River Railway Bridge 大跨连续钢桁拱-梁组合体系桥梁在万州长江铁路大桥的应用
Design of Double-Track Railway Continuous Steel Trussed Girder 双线铁路连续钢桁梁设计
continuous steel truss bridge 连续钢桁梁桥
Continuous steel truss 连续钢桁梁
Continuous steel truss arch 连续钢桁拱
Erection of continuous steel trussed girder by rear anchorage cable method 后锚索法伸臂架设连续钢桁梁
Of great importance is the introduction of continuous steel pouring. 采用钢的连续浇铸法很重要。
Investigation on Lateral Dynamics Behaviour of Half-Across Steel Truss Bridge and Its Reinforcing Measures? 半穿式桁梁桥横向动力性能及其改善措施的研究?
Incomplete penetration is the main defect in the welding root of the tubular joint in steel truss framework. 钢桁架结构管节点焊缝根部存在的主要缺陷为未焊透,它的存在对焊缝的质量有很大的影响。
The conclusions obtained through numerical simulation have valuable reference to aseismic design of steel truss bridge. 通过数值模拟得出了几点结论，对于钢桁架桥梁的抗震设计有一定的参考价值。
In this paper,the structural shape,feature and welding technique of integral node of steel truss girder are discussed. 介绍了钢桁梁整体节点构造的结构形式、特点及焊接技术要求；
The steel truss girder block units were first assembled at the outermost parts of the pier-side brackets. 钢桁式腹板组合截面能有效地减少结构自重,在大跨径梁桥应用其优点显著。