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1)  oblique ridge road arch
斜脊式路拱
1.
Through the analysis about superelevation calculation in middle of S type curve,The author brings forward the improvement method of oblique ridge road arch in convolution engagement of S type curve.
根据S型曲线在超高过渡计算时遇到的具体情况进行分析,提出了对"S型曲线"在两反向回旋线衔接处进行用斜脊式路拱设计的改进方法。
2)  Double X-shape arch
斜靠式拱肋
3)  Cable arch frames
斜拉式拱架
4)  double X-arch bridge
斜靠式拱桥
1.
This type of bridge is of novelty style with complex constitution and distinct spatial mechanics effect, and the research outcome about the double X-arch bridge has only a few in our country and overseas.
斜靠式拱桥(又称斜靠背式拱桥或双提篮拱桥、复式提蓝拱桥,double X-arch bridge)是近些年来在提篮拱桥基础上发展起来的一种新型拱桥结构型式。
5)  leaning-type steel arch bridge
斜靠式钢拱
6)  leaning-type arch bridge
斜靠式拱桥
1.
With Kunshan Yufeng bridge as an example,the main parameters of the leaning-type arch bridges without thrust such as the ratio of rise to span,the stiffness ratio,the rake angle of leaning arch,the number,the stiffness and location of transverse bracings are investigated.
以昆山市玉峰大桥为工程背景,对无推力斜靠式拱桥主要设计参数矢跨比、拱梁刚度、斜拱倾角、横撑数量、刚度及位置等进行研究,得出各参数对结构受力及稳定性的影响规律,为此类桥梁的设计提供参考依据。
2.
Zhanhe Bridge of Cheng dong Road in Pingdingshan is a 120m span leaning-type arch bridge.
采用M idas/c ivil有限元软件建立了平顶山市城东河湛河桥主桥———120 m跨径的斜靠式拱桥的空间有限元计算模型,计算了该桥在恒载和恒载+活载作用下的静力特性。
3.
Hanjiang Northern Bridge is a concrete filled steel tubular(CFST) through leaning-type arch bridge in Chaozhou city of Guangdong Province.
以广东省潮州市韩江北桥主跨钢管混凝土斜靠式拱桥初步设计方案为对象,采用ANSYS有限元程序,并考虑边跨对主跨的弹性约束作用,建立了该中承式钢管混凝土斜靠式拱桥动力计算的整体空间有限元计算模型;探讨了14种不同工况条件对桥梁动力特性的影响。
补充资料:脊脊
1.混乱;互相践踏。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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