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- composite steel truss girder 钢桁叠合梁
- 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。
- The roadway deck of Wuhu Changjiang River Bridge is designed as a composite structure consisting of precast concrete deck slabs and steel truss girders. 芜湖长江大桥公路面为钢桁结合梁,采用预制桥面板与钢桁梁结合,介绍其桥面板的构造,现场预制、起吊、转运和架设施工。
- Deck System of Double-Track Through Steel Truss girder and Composite girder 双线下承式钢桁结合梁桥面系构造研究
- Modal analysis of through steel truss girder bridge 下承式钢桁结合梁桥模态分析
- middle-through steel truss girder 半穿式钢桁梁
- Stress Analysis of the Model of Integral Node in Steel Truss Girder 钢桁梁整体节点模型强度分析
- In the comparison and selection of bridge projections of a super bridge,the comparison and selection of panel length of steel trussed girder is often neglected. 详细介绍天兴洲大桥钢桁梁节间长度的比选过程,确定最佳节间长度,同时论述了节间长度比较的重要性。
- This paper presents the corrosion protection system and part of the coating workmanship for steel truss girders of the Caiyuanba Changjiang River Bridge in Chongqing. 摘要介绍重庆菜园坝长江大桥钢桁梁的防腐体系及部分涂装工艺。
- Condition Assessment of Railway Steel Truss Girder Bridges 铁路钢桁梁桥状态评估
- Test Study of Integral Panel Points of Steel Truss Girder 钢桁梁整体节点试验研究
- The Technique of Integral Node of Steel Truss Girder 钢桁梁整体节点技术研究
- Assembling and Erecting of Steel Truss Girder on Floating Platform 利用浮运平台拼装及架设钢桁梁
- Design of Steel Truss Girder of Poyang Lake Bridge on Tongling-Jiujiang Railway 铜九线鄱阳湖特大桥钢桁梁设计
- Application of New Techniques of Steel Truss Girder Bridge Design and Corrosion Protection 钢桁梁桥设计与防护新技术的应用
- Transitional construction scheme for steel truss girder footbridge at Daxin station 大新站钢桁梁人行天桥过渡施工方案
- 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
- A Study of How to Improve the Transverse Rigidity of the 48-m Middle-Through Steel Truss Girder 跨度48 m半穿式钢桁梁横向刚度加固研究
- Local buckling is the dominant failure mode for composite steel column. 摘要局部屈曲是组合钢柱常见的失效模式之一。
