1) long-span suspension bridge
大跨径悬索桥
1.
Influence of some factors on the aerostatic and aerodynamic analysis of long-span suspension bridges;
大跨径悬索桥空气静力和动力分析的影响因素研究
2.
Self-vibration characters of long-span suspension bridge and analysis of parameters;
大跨径悬索桥自振特性及其参数分析
3.
Influence of some factors on the aerodynamic stability of long-span suspension bridges;
大跨径悬索桥空气动力稳定性的影响因素研究
2) long span suspension bridge
大跨径悬索桥
1.
A Large number of technological challenges are presented in the design and construction of crossing sea and linking islands bridges,in which the aerodynamic stability of extra long span suspension bridges is a dominant concern.
设计和建造跨海连岛大桥将面临着许多技术方面的挑战,其中超大跨径悬索桥的抗风稳定问题是一个十分突出和必需关注的问题。
2.
Flutter stability is one of major factors governing the design of long span suspension bridges.
颤振稳定性已成为影响和控制大跨径悬索桥设计的一个重要问题。
3.
in long span suspension bridge are researched and discussed emphatically.
以西堠门大桥应用国产1770 MPa主缆索股技术为研究对象,着重就大跨径悬索桥主缆索股镀锌钢丝的锚固性能、编索工艺和主缆索股运用水平成圈的收、放索技术,以及主缆索股的破断荷载试验,放索试验等方面进行研究探讨。
4) large span suspension bridge
大跨悬索桥
1.
Research on increasing the air-operated steps of large span suspension bridge flutter critical wind velocity;
提高大跨悬索桥颤振临界风速的气动措施研究
2.
An introduction is given to major issues in design of anchor foundation for large span suspension bridge, and a analysis is given of several commonly-adopted foundation programs.
结合国内外悬索桥锚碇建设经验 ,介绍大跨悬索桥锚碇基础设计与施工中的主要问题 ,对几种常用的基础方案进行分析比
5) long-span suspension bridge
大跨悬索桥
1.
Spatial seismic response analysis of long-span suspension bridge across Sidu River;
四渡河大跨悬索桥空间地震响应分析
2.
Based on the FE model,model analysis is carried out and the effects of soil-pile-structure interaction on dynamic behavior of the long-span suspension bridge are specially studied.
以此为基础对润扬悬索桥的自振特性进行了分析,重点研究了土-桩-结构相互作用因素对大跨悬索桥动力特性的影响,与现场动力测试结果的良好吻合表明了有限元分析结果的可靠性。
3.
In this paper,by taking the Sidu River Bridge as the example,a spatial dynamic model of long-span suspension bridges with steel truss stiffening girder is established,and the nonlinear motion equations in the multi-support excitation condition are deduced based on Leger s large-mass method(LMM) and the pseudo static displacement conception.
以四渡河悬索桥为研究对象,建立了该大跨钢桁架加劲梁悬索桥的空间动力计算模型,推导了基于Leger的大质量法(LMM)和基于拟静力位移概念的多支承激励下的非线性运动方程,在此基础上对该桥的地震反应进行了空间非线性时程分析,研究了土-桩-桥相互作用和中央扣设置方式对大跨悬索桥地震响应的影响。
6) super-span suspension bridges
特大跨度悬索桥
补充资料:悬索桥
悬索桥 suspension bridge 特大跨径桥梁主要形式之一。又称吊桥。一般认为,跨径600米以上应优先考虑悬索桥方案。 主要承重结构由缆索、桥塔和锚碇组成的桥梁。缆索通过两座桥塔顶两端延伸至桥台后锚固。桥面系和加劲梁通过吊杆悬挂在悬索上。具有合理的受力形式,主要承重构件——悬索受拉,无弯曲和疲劳而引起的应力折减,可采用高强钢丝制成。是所有桥梁体系中跨越能力最大的、跨径超过1000米的唯一桥式。英国亨伯桥主跨1410.8米,为当前世界上跨度最大的公路桥。西藏自治区达孜桥主跨415米,桥长541米,悬索一端锚于岩石中,仅设一座索塔,1984年建成,是中国最大的悬索桥。
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