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1·The results show that using prestressed reinforcing rebar in stayed cable anchorage is reliable, simple and durable.

结果表明，采用预应力粗钢筋作为斜拉索锚固的方式具有锚固可靠、操作简便、耐久性好的特点。

2·In cable-stayed Bridges the force and structure in pylon-cable anchorage area are more complex. The area belongs to a key part in a cable-stayed bridge.

斜拉桥中塔索锚固区受力和结构都比较复杂，属于斜拉桥中的关键部位。

3·This paper analyzes the local stress in the anchorage zone of cable-beam and cable-tower with three-dimensional finite element model for providing the reference to similar works.

本文建立索梁及索塔锚固的三维有限元模型，分析这些部位的局部应力。

4·Due to the influence of the weight and anchorage zone of the side span splay casting, unloaded cable shape is the shape with splay casting weight.

因边跨散索套重量及锚固区设置影响，主缆空缆线形即为有散索套重量下的空缆线形。

5·The combination of prestressed anchorage cable and reinforced concrete beam and slab can well transmit the powerful action force of the cable, which can provide strong blocking and protecting force.

预应力锚索与钢筋混凝土梁和板的结合使用，能较好地传递锚索的强大作用力，提供较大的挡护力。

6·Then, the reinforce project and the stress of the pre-stress cable have been simulated by the UDEC, which have not only good effect but validate the anchorage mechanism in the former chapter.

然后对加固方案和锚索的受力情况进行了模拟分析，不仅加固效果良好，而且也验证了前面章节中锚杆的加固机理。

7·The mechanical analysis of the prestressed anchorage cable sommer is made by the three-dimensional numerical model.

本文建立索梁及索塔锚固的三维有限元模型，分析这些部位的局部应力。

8·It is an important part of suspension bridge construction control to calculate the anchorage force of the main cable wire strands.

悬索桥主缆丝股的锚固力的计算是悬索桥施工控制的一项重要内容。

9·Recently, there is a tendency to use pre-stressed anchorage-cable concrete to line tunnel.

近年来，在我国有采用预应力锚索混凝土衬砌隧洞的趋势。

10·The mechanic behavior of Cable-girder anchorage with tensile anchor plate is gained;

分析了索力在锚拉板及其与之相连接构件之间的分配和传递规律；