• Because the arch bracket is all subjected to the arch bridge construction load, its strength and stability is very important.

    由于整个拱桥拱肋施工直接支撑结构,所以拱架本身的强度稳定性显得特别重要。

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  • Stability bridge spans the arch of your foot, enhancing lateral stability.

    稳定横跨足弓部,增强横向稳定性

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  • The foundation's bearing capability under the bearing bracket and the stability of the bearing bracket are the key points in the construction of the under supporting steel pipe concrete arch bridge.

    钢管混凝土系杆拱桥系梁支架搭设施工,支架基础承载能力支架自身稳定性工程的关键

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  • When the in-plane stability of such arch is in control of the bridge design, Transverse wind load has a little influence on the stability factor and ultimate load carrying capacity.

    此类拱桥出现稳定控制设计时,横向作用拱桥稳定系数极限承载力影响较小。

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  • With the background of Nanning bridge, the stability behavior of the arch bridge with two independent inclined steel box ribs is studied in this paper.

    本文正在设计研究中的南宁大桥为背景,研究这种外倾式拱桥稳定性能

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  • Secondly, it discussed the deflection in stability of arch bridge and geometry nonlinear theory on ultimate load-carrying ability.

    其次论述关于拱桥稳定性挠度问题极限承载力的几何非线性理论

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  • The numerical results show that the travelling wave effect has significant influence on the long span arch bridge, the arrangement of bracing beams is sensitive to stability.

    分析表明地震作用大跨径拱桥影响很大,横设置稳定性敏感

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  • Using energy method, the general formula for calculation of lateral stability of through bowstring tied arch bridge without transverse beams given.

    通过杆拱桥作用在肋上荷载性质进行了分析,采用能量推导出撑下承式系杆拱桥侧倾稳定临界荷载的一般公式

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  • Taking a through bridge with rigid suspender and tie-arch for example, the space stability is analyzed by means of finite element program.

    下承式刚性吊杆杆拱桥实例利用空间有限元程序其空间稳定性进行分析。

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  • Throgh eigenvalue buckling analyses, the stability of the through steel-box tie-bar arch-bridge is analyzed.

    根据特征值屈曲分析方法,对某下承式钢箱系杆拱桥稳定性进行分析计算。

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  • Balancing design style originates from Chinese arch bridge. Arch structure of table feet guarantees the super strong stability.

    平衡大师设计风格,创意源于中国拱桥拱形结构提供超强稳定性

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  • The calculation of the arch ribs of the bridge was checked in accordance with the Category I Stability and the existing parameters were identified and analyzed as well.

    第一类稳定问题验算稳定性;存在参数进行识别、分析。

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  • The calculation of the arch ribs of the bridge was checked in accordance with the Category I Stability and the existing parameters were identified and analyzed as well.

    第一类稳定问题验算稳定性;存在参数进行识别、分析。

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