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1)  basket handle arch
提篮拱
1.
Taking the Caiyuanba Changjiang River Bridge in Chongqing as an example,this paper makes a study of the effect of tilting angle of basket handle arch rib on the stability of the overall arch bridge and gives the rational tilting angle of the arch rib,using the finite element method.
以重庆菜园坝长江大桥为例,利用有限元方法研究提篮拱的拱肋侧倾角对全桥稳定性的影响,给出拱肋的合理侧倾角。
2.
The main span of Yunnan Xiaowan Bridge is designed as a 130 m hingeless cantenarian basket handle arch bridge.
云南小湾大桥主桥为 130m的悬链线无铰钢箱提篮拱桥。
3.
This paper presents the technical considerations of the hybrid system structure of continuous girder and basket handle arch applied to Hanggang River Bridge and analyzes the characteristics of the structural formation,mechanics and construction of such type of the new structure.
介绍杭钢河大桥采用连续梁-提篮拱方案的技术构思,分析这种新颖桥梁结构的构造、力学、施工等特点。
2)  X arch bridge
提篮拱
1.
The inclination angle of arch rib and the height of concrete-spouting at the arch springing are two important parameters in the design of Steel tube & Con-crete-filled steel tube X arch bridge,they greatly influence the performance of the structure in stable properties and dynamic characteristics.
拱肋内倾角和拱脚混凝土灌注高度是钢管-钢管混凝土提篮拱设计中的两个重要参数,他们对于成桥结构的内力、稳定和动力特性都有很大的影响。
2.
The CFST has always been adopted in X arch bridges due to its superior properties.
其中提篮拱由于其横向稳定性大等优越性 ,在公路与城市桥梁中被大量采用 ,对于其动力特性的分析已成为设计人员所关心的课题。
3)  A shaped arch
提篮拱
1.
Yunnan Xiaowan Bridge is a catenary non hinge steel box A shaped arch.
云南小湾大桥为跨径 130m的悬链线无铰钢箱提篮拱桥。
2.
From the present situation of domestic and foreign arch bridges and through the analysis of mechanical behaviour together with advantages and draw backs of Nielsen system, steel tube concrete and A\|shaped arch, it is stated that the Nielsen system concrete filled steel tube A shaped arch bridge has already possessed the technical basis to serve as railway bridges.
从国内外拱桥的现状出发 ,通过对尼尔森体系、钢管混凝土、提篮拱受力特征及优缺点分析 ,表明了尼尔森体系的钢管混凝土提篮拱桥已具备运用于铁路的技术基
4)  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。
5)  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。
6)  double basket-handle arch bridge
复式提篮拱
1.
The design of the double basket-handle arch bridge is innovative,the stucture is complicated,and the construction supervision of the bridge is thus challenging.
复式提篮拱桥,结构新颖,受力形式复杂,施工监控难度大,文中对该桥型的施工监控做简要介绍,对监控主要内容、施工监测过程、施工控制安排等方面进行了分析,以使桥梁施工切实按设计要求进行,从而使工程施工质量达到设计和规范要求。
补充资料:提篮
1.有提梁的篮子。
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