bridge arch的例句大全

Construction Features of Multi-Span Bowstring Arch Bridge of Concrete-Filled Steel Tubes

多跨钢管混凝土系杆拱桥的施工特点

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Research on Ultimate Bearing Capacity of Concrete Filled Steel Tube Arch Bridge with Truss Section

桁式钢管混凝土拱桥极限承载能力研究

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Study of Mechanical Characteristics of Basket Bowstring Arch Bridge

提篮式系杆拱桥力学特性研究

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Study on Static Load Test of Steel-pipe Concrete Bowstring Arch Bridge under Service

在役钢管混凝土系杆拱桥静载试验研究

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Internal Force Analysis of Bowstring Arch Bridge in Different Construction Method

探索了施工方法。系杆拱桥不同施工方法的内力分析

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Plastic? Coefficient method for prestressed concrete single bowstring arch beam bridge

单拱面预应力混凝土系杆拱梁桥极限承载力分析的截面内力塑性系数法

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Integrated Construction Technology of Rigid Tie Beam of Long Span Through Steel Tube Arch Bridge

大跨度下承式钢管混凝土拱桥刚性系梁综合施工技术

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Talking about Structure Broadening Methods of Double-convex Arch Bridge

浅述双曲拱桥结构拓宽方法

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Seismic response analysis of long-span steel braced deck-type arch bridge

大跨度上承式钢桁拱桥的地震响应分析

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Earthquake Resistant Behavior Analysis for Large-Span Concrete Filled Steel-Tube Braced Arch Bridge

大跨钢管混凝土桁式拱桥抗震性能分析

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Construction of 56& meter Pipe Arch Bridge Crossing

56m管拱桥跨越施工

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Arch rib is the key point during the process of the long-span concrete-tube arch bridge construction.

主拱肋施工是大跨度钢管混凝土拱桥施工的关键环节.

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Chaobai River Bridge is a concrete-filled steel tubular arch bridge with a long span in China.

北京顺义潮白河大桥是目前国内跨度较大的钢管混凝土系杆拱桥,加固施工工序复杂,施工技术难度较高.

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Concrete rigid frame arch bridge is a kind of very useful medium span bridge.

混凝土刚架拱桥是一种非常实用的中等跨径桥梁结构形式.

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Ikegami is a stone arch bridge, the " bridge champion. "

池上有一座石料拱桥, 名 “ 状元桥 ”.

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Wushan Changjiang River Bridge is a half-through concrete-filled steel tube arch bridge.

巫山长江大桥是一座中承式钢管混凝土拱桥.

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There is a near a deep single-arch stone bridge, famous bridge temporary riverbank.

近一深有一单拱石桥, 名临漈桥.

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Some Discussions on Structural Calculation of X-style Arch Bridge with Composite Beam Deck System of Steel Box Girder Arch Rib

钢箱拱肋组合梁桥面系提篮拱桥结构计算的几点探讨梁腋，拱腋，拱的托臂

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At last, tow instances of practical engineering work are given, and the results show that the arithmetic brought forward in this paper reduces the biased error between arch bridge axis and pressure line, and improves the state of bending of arch rib.

最后，给出了两个详细的工程算例，算例结果表明文中所提出算法较好的减少了拱轴线与压力线的偏差，改善了拱圈的受力状态。

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Stability Analysis for Arch Ring of Long Span Arch of Wanxian Yangtze Bridge on the Adjustments of its Concreting Program

万县长江大桥主拱圈混凝土浇筑路径变化的稳定性分析

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