stayed-cable meaning in Chinese
斜拉索
Examples
- Process in the anasyis method of wind - induced vibration for long span stayed - cable bridge
大跨度斜拉桥风振响应研究进展 - This paper summarizes the research situation of the static and dynamic characterizes of stay - cables , establishes the finite element model of stay - cables based on matlab , and analyzes on the model with actual example
综述了斜拉索静动力特性的研究情况,建立了基于matlab的斜拉索有限元模型,并通过实例对模型进行了分析。 - As a result , while some stayed - cables are released , the cable forces of remaining and neighboring 2 or 3 groups increase remarkably , but the others do not , the box - girder puts up the characteristic of biggish stiffness which stress variety is n ' t marked
对该桥换索不同工况的计算结果表明：卸索后的索力基本由同侧、同号剩余索和临近2 3组斜拉索所分担；主梁刚度较大，各工况主梁弯曲应力变化并不显著。 - Aiming at main project of the xiaoxihu bridge , a low pylon cable - stayed bridge , based on the existing theory and method of the bridge construction controlling theory , using the basic function of " ansys " , farther exploitation was done on concrete elasticity and creep calculating distinguishingly , nonlinearity analysis theory was used to construct the space model , the main beam , string pylon and abutment were simulated by the beam elements which was considered the shearing effect . which is worthy of considering that using the geometric non - linear truss elements to simulate the stayed - cable , form traveler is modeled as structure elements and participate in stress analysis . four stages are used to model the construction stage , which are : ( 1 ) the erection of form traveler ; ( 2 ) placing the segmental concrete ; ( 3 ) jacking the tendons ; ( 4 ) tensioning the stay cables
针对建设中的小西湖矮塔斜拉桥的主体工程，结合已有的桥梁施工控制的理论和方法，利用大型通用计算软件ansys的基本功能，并着重在混凝土弹性计算及徐变计算方面做了相应的二次开发，采用非线性分析理论并建立了空间结构模型、用考虑剪切作用的梁单元模拟主梁、索塔和桥墩；用可考虑几何非线性的桁元模拟斜拉索、施工挂蓝作为结构单元进行拆装，参与受力计算，整个施工过程按施工循环周期分为若干阶段，每个阶段又分为四个工况，即：空挂蓝就位、浇筑完毕阶段混凝土、张拉预应力钢筋和张拉斜拉索。