• 说明应用近似计算将使三线桁梁桥疲劳变得简单方便

    Calculation example shows that fatigue check and computation of steel truss bridge becomes simpler and more convenient by employing approximate formula.

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  • 结果表明桁梁桥杆内填混凝土能降低杆件应力水平,提高桥梁整体刚度

    The results show that the stresses of chord members of partially concrete-filled steel truss bridge are decreased, while its integral stiffness is increased.

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  • 研究思路方法四线桁梁桥更多线钢桁梁桥疲劳算多线系数研究提供依据。

    The research ideas as well as (approaches) have provided useful reference of multiple-line coefficient for fatigue check and computation of four-line and multiple-line steel truss bridge.

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  • 计算表明:由于桁梁桥刚度较小,曲线钢桁梁桥耦合作用动力分析有很大的影响

    The result shows that: because of steel truss bridge's small torsional rigidity, bending-torsion coupling vibration of steel truss bridge exerts great influence on dynamic analysis.

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  • 以外白渡桥例,详细介绍了一套综合传统疲劳分析断裂力学混合方法用以计算桁梁桥剩余寿命。

    With this method the remaining fatigue life and safety of old riveted truss bridge were calculated with Waibaidu bridge as an example.

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  • 梁桥架上2轨道用于梁应垫节点处,下车轨道边上工字垫好。

    There are 2 rail dual beam bridge, for pad beam pad on each node truss should get off track, on the edge of the I-beam to pad.

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  • 3个阶段10种荷载工况进行模型力学性能试验研究下承式结合梁桥受力性能。

    The mechanical property test of the model covering 3 stages under 10 load conditions is carried out to study the loading property of through truss composite beam with simple support.

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  • 着重介绍该桥刚构提篮桁梁施工方案关键施工技术施工控制要点。

    In this paper, the construction schemes, key construction techniques and construction control of the rigid -frame structure, steel box basket handle arch and steel trusses, are mainly described.

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  • 通过改变模型桥单元刚度模拟结构损伤,利用有限元结构动力分析程序模型桥在”损伤”前后进行了结构动力分析。

    The dynamic behaviors of the model bridge are analyzed with FEM dynamic structural analysis program before and after the model bridge is damaged.

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  • 通过改变模型桥单元刚度模拟结构损伤,利用有限元结构动力分析程序模型桥在”损伤”前后进行了结构动力分析。

    The dynamic behaviors of the model bridge are analyzed with FEM dynamic structural analysis program before and after the model bridge is damaged.

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