1) Partial cable-stayed bridge
部分斜拉桥
1.
Taking Chaobai River Bridge in Jingcheng Expressway as the engineering background, the article introduces the selection process of 3-phlon partial cable-stayed bridge structural system, and through the numerical analysis, compares the reactions of the different structural systems under the external action, and uses the measures using damper to reduce the earthquake effect of the structure.
该文以京承高速公路潮白河大桥为工程背景,介绍了三塔部分斜拉桥结构体系的选择过程,并通过数值分析比较了不同结构体系在外部作用下的反应,以及采用阻尼器降低结构地震效应的措施。
2) partially cable-stayed bridge
部分斜拉桥
1.
Segment model test research on saddles of partially cable-stayed bridge;
部分斜拉桥主塔鞍座节段模型试验研究
2.
Structural System of Partially Cable-Stayed Bridge and analyses of Cable-Force;
部分斜拉桥的结构体系及斜拉索索力影响分析
3.
The different combination models of cables,towers, beams,piers of partially cable-stayed bridge can compose different structure systems.
论述了部分斜拉桥的塔梁固结和刚构2种常用的结构体系,以及新式V型桥塔在部分斜拉桥中的应用;分析了在中跨满布汽车荷载作用下3种桥型的内力和位移。
3) extradosed bridge
部分斜拉桥
1.
In the light of the characteristics of extradosed bridges and with regard to the construction of the Huanghe River Bridge on Ahrongqi-Shenzhen Expressway,this paper presents the contents,methods and key techniques for construction monitoring and control of the Bridge.
针对部分斜拉桥的特点,结合阿深线黄河特大桥工程,介绍施工监控的内容和方法,并阐述其关键技术问题,可为同类桥梁的施工监测和监控提供参考。
2.
The Huiqing Huanghe River Highway Bridge at Qingzi Road is an extradosed bridge with rectangular shape pylons,rigid fixity of the pylons,girder and piers and with inclined diaphragms arranged in the main girder nearby the pylons.
庆淄路惠青黄河公路大桥为部分斜拉桥,矩形桥塔,塔梁墩固结,桥塔处主梁设置有斜向横隔板。
4) partially cable stayed bridge
部分斜拉桥
1.
Taking into account of the properties of the partially cable stayed bridge,the influence of structural load effects arising from some main structural parameters such as height of main beam,height of towers,the bending stiffness of towers,the ratio of center span and side spans,the length without cable of side spans and center span is researched in this paper.
针对部分斜拉桥结构特征,研究主梁高度、索塔高度、索塔抗弯刚度、边中跨比、边中跨无索区长度等结构主要参数变化对结构各部位荷载效应的影响规律。
2.
Designing parameters of partially cable stayed bridge are analyzed and structural characteristics of cable stayed bridges are compared with that of continuous girder bridges.
本文总结了部分斜拉桥的设计参数 ,同连续梁桥和斜拉桥的结构特性进行了对比 ,分析了结构刚度的影响因素 ,对部分斜拉桥适合建造的场合提出了建议 ,为以后此类桥梁的设计提供了借
3.
The design characteristics of stay cables of partially cable stayed bridge referring to Xiaoxihu Yellow River Bridge in Lanzhou are presented.
以兰州市小西湖黄河大桥为例 ,说明部分斜拉桥斜拉索在设计上的一些主要特点。
5) partial cable stayed bridge
部分斜拉桥
1.
In the partial cable stayed bridge the main beam takes most of the load,while the forces in the cable can change the internal-force state of the main beam into better condition.
部分斜拉桥结构以主梁受弯来承受大部分荷载,拉索索力可改善主梁受力状态,因此部分斜拉桥与斜拉桥一样,通过优化拉索索力来确定部分斜拉桥合理成桥状态下的内力非常必要。
2.
The project of Xiaoxihu Yellow River Bridge in Lanzhou was chosen as partial cable stayed bridge,whose span is 81.
2 m,单索面,主梁采用梯形截面单箱三室箱梁,是我国仅有的几座部分斜拉桥之一。
6) double decked & partially cable-stayed bridge
双层部分斜拉桥
补充资料：斜拉桥
| 斜拉桥 cable-stayed bridge 用锚在塔柱上的多根斜向钢缆索吊住主梁的桥。又称斜张桥。第二次世界大战后发展的桥型之一。由桥墩、桥台 、辅助墩、塔柱、缆索和主梁组成。主梁为缆索多点悬吊，跨越能力大，内力小，高度低，施工方便，可用钢结构、预应力混凝土结构建造。箱形钢梁与钢筋混凝土桥面板组成的结合梁做主梁，用钢材较少，可减轻重量，噪声小，多用于城市桥。也可做铁路桥、人行桥和管道桥。自1955年瑞典建成第一座跨径182.6米的钢斜拉桥（斯特伦松德桥）以来，发展非常迅速，跨径不断增大，技术不断进步。1993年中国上海建成的杨浦大桥跨径已达602米，居世界首位。
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参考词条