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。
The design characteristics of stay cables of partially cable stayed bridge referring to Xiaoxihu Yellow River Bridge in Lanzhou are presented.
斜拉桥由于多因素的影响,致使部分斜拉桥运营一段时间后需要全部或部分更换斜拉索。
Affected by various factors, the whole or part of the stay cables of some cable-stayed Bridges have to be replaced after a period of operation.
通过两座部分斜拉桥拉索的疲劳试验结果,验证了本文介绍的疲劳强度设计方法的正确性。
At last, correctness of the design methods about fatigue strength via the fatigue experimental results of two partially cable-stayed Bridges are verified.
厦门同安银湖大桥是国内第一座使用环氧全涂平行钢绞线斜拉索的预应力混凝土部分斜拉桥,墩塔梁固结体系。
Xiamen Yinhu bridge is a partially cable-stayed prestressed concrete bridge, whose pier, tower and beam are consolidated together.
斜拉桥桥跨结构的重量和桥上活载绝大部分或全部通过斜拉索传递到索塔上。
运用数值风洞法对斜拉桥部分周围流场进行数值模拟,得到斜拉桥周围流场的速度分布和斜拉桥表面的压强系数。
Through the numerical analysis of the flow phenomenon around the cable-stayed bridge by means of numerical wind tunnel, the speed distribution of the f.
行波效应对斜拉桥地震响应的影响明显大于部分相干效应的影响;
Travelling effect has more significant effect on the seismic responses of cable-stayed bridge than incoherence effect;
斜拉桥的施工过程的受力计算是斜拉桥设计的重要组成部分。
Construction procedure calculations are important parts of the design of cable-stayed Bridges.
斜拉桥上部结构包括三个主要部分:索塔、主梁和斜拉索。
The superstructures of cable-stayed bridge mainly include three parts:tower, main girder and stay cable.
斜拉索是斜拉桥的重要组成部分,它承担了斜拉桥在施工阶段和成桥后正常运营阶段的大部分荷载。
The cable is one of the key parts of cable-stayed bridge. It takes on most part of the load in constructing and constructed of cable-stayed bridge.
这种方法是以组成整座斜拉桥各部分构件的无应力几何尺寸,如斜拉索的无应力索长、钢梁的无应力线形来主导施工控制。
This method mainly control the unstress geometry size of each components of the whole cable-stayed bridge such as the unstress length of cable, unstress geometry of steel girder.
这种方法是以组成整座斜拉桥各部分构件的无应力几何尺寸,如斜拉索的无应力索长、钢梁的无应力线形来主导施工控制。
This method mainly control the unstress geometry size of each components of the whole cable-stayed bridge such as the unstress length of cable, unstress geometry of steel girder.
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