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1)  X-style arch bridge
提篮拱桥
1.
Spatial dynamic property analysis of X-style arch bridge
提篮拱桥空间动力性能分析
2.
Half-through X-style arch bridge with steel box girder is employed for the main structure and bolted and welded steel-concrete composite beam for the main girder.
主桥采用钢箱拱中承式提篮拱桥,主梁采用栓焊结合的钢-混凝土组合梁,主桥主墩采用分离式承台,钻孔灌注桩基础,钢箱梁、拱座、拱肋、横撑、立柱均采用S355N(材料号1。
3.
Based on the coupled vibration theory, dynamical models and equations of motion were set up respectively to an X-style arch bridge and vehicles.
采用车桥耦合振动理论,分别建立了铁路车辆和提篮拱桥的动力模型及其运动方程。
2)  X-arch bridge
提篮拱桥
1.
On the construction monitoring of steel pipe concrete x-arch bridge
钢管混凝土提篮拱桥施工监控
2.
Analysis on Effect of Nonlinearity to the Seismic Response of the X-arch Bridge
非线性对提篮拱桥地震响应的影响分析
3.
A 3D Finite element model of a Concrete-Filled Steel Tubular X-arch bridge, as an example, was established by adopting finite element program Midas/civil, analyzing its linear flexure under four kinds of load case.
以一座钢管混凝土提篮拱桥为例,采用Midas/civil有限元程序,建立了该桥的空间有限元模型,分4种工况对该桥作了线性屈曲分析,本文计算结果对了解该桥及同类钢管混凝土拱桥的稳定性有较大的参考价值。
3)  X-type arch bridge
提篮式拱桥
4)  X-style steel box-section arch bridge
钢箱提篮连拱桥
1.
Based on finite element theory,the 3 dimensional dynamic evaluation model of long-span X-style steel box-section arch bridge was created with large-mass method(LMM) and fixed arch foot method.
基于有限元理论,应用大质量法(LMM)和拱脚固定法建立大跨度钢箱提篮连拱桥的空间动力计算模型。
5)  Steel box handle-basket arch bridge
钢箱提篮拱桥
1.
Steel box handle-basket arch bridge is a new structure of bridge, which has deeply developed in the past two years.
钢箱提篮拱桥作为一种新兴的桥梁结构,近几年来在我国得到了极大的发展,而对钢箱提篮拱的研究则相对滞后于工程实践,在自振特性方面的研究则更落后于静力特性方面的研究。
6)  basket type tied arch bridge
提篮式系杆拱桥
1.
The construction technology of basket type tied arch bridge
提篮式系杆拱桥施工技术
补充资料:提篮
1.有提梁的篮子。
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