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- A New Concept of Designing Long Span Concrete Beam Bridge 大跨径混凝土梁桥设计新思路
- Stress Test in the Construction of Long Span Prestressed Concrete Beam Bridge 大跨度预应力混凝土桥施工应力监测
- State of Art and Prospection of Construction Control of Long Span Pre-stressed Concrete Beam Bridge 大跨径预应力混凝土梁桥施工控制的现状与展望
- One of the major causes leading to the deteriorations like the deflection and cracking of current long span prestressed concrete (PC) beam bridge is the underestimation of prestressing loss. 摘要预应力损失估计不足是目前大跨度预应力混凝土梁桥出现下挠、开裂等病害的主要原因之一。
- long span prestressed concrete continuous beam bridge 大跨预应力混凝土连续梁桥
- Analysis of Reaction Force of Long Span Curved Box Beam Bridge 大跨曲线箱梁桥支座反力分析
- STUDY OF THE TENSION WITH CONTROL OF TENDONS IN CURVED PRESTRESSED LONG SPAN CONCRETE BRIDGE GIRDERS 大跨度曲线预应力桥梁预应力钢束的张拉控制研究
- Effect of Temperature Load on Angular Deflection in Cantilever Assembling Construction of Long Span Concrete Filled Steel Arch Bridge 钢管砼拱桥悬拼过程温度荷载对扣索偏角的影响
- prestressed concrete beam bridge 预应力混凝土梁桥
- He has settled here for a long span of time. 他已经在这儿定居很长一段时间了。
- Analysis of the Cause for Post Down-warping of Large Span Prestressed Concrete Beam Bridge 大跨预应力混凝土梁式桥后期下挠原因分析
- Application of Composite Steel Concrete Beams with Profiled Sheeting in Long Span Pedestrian Bridge 钢压型钢板混凝土组合梁在大跨人行天桥中的应用
- Cause of the Crack of Pre-stressed Concrete Beam Bridge 预应力混凝土梁式桥的裂缝原因分析
- Stress Test Technique in Prestressed Concrete Beam Bridge 预应力混凝土梁桥应力测试技术
- An Automation Method for Data Acquisition of Construction Flexibility Monitoring of Long Span Concrete Bridges 大跨径混凝土桥梁施工挠度监测数据采集的自动化方案
- The Geneses of the Diseases of the Reinforced Concrete Beam Bridge 钢砼梁桥病害成因与防治措施
- Discussion on Crack of Prestressing Force Concrete Beam Bridge 关于预应力混凝土梁桥裂缝的探讨
- A case study for Nanning Bridge, the first long span unsymmetrical extroversion arch bridge with curve beam in the world is given. 利用几何方法推导了空间钢箱拱肋节段拼装误差在拱肋最大悬臂端的累积规律。
- Cracks of the Prestressed Concrete Beam Bridges 论预应力混凝土梁桥的裂缝
- Based on plane beam element model, the local space shell element model is put forward and applied to calculating and analyzing a long span, prestressed concrete, slant legged rigid frame bridge. 提出了一种基于平面模型的局部空间壳单元模型计算方法,并应用通用有限元软件对一大跨度预应力混凝土斜腿刚构桥进行了计算分析。