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论述了在高速铁路上采用大跨度钢斜拉桥的可能性，介绍了高速铁路钢斜拉桥方案的总体尺寸及桥面构造。在满足列车走行安全性和乘座舒适度的条件下，通过车－桥动力响应计算提出了方案的主要设计参数并对其进行了抗震分析。风洞节段模型试验结果表明：主梁具有很好的抗风稳定性。
The possibility of adopting long-span steel cable-stayed bridge on high-speed railway is discussed. The overall size and structure of bridge deck of high-speed railway steel cable-stayed bridge are introduced. The main design parameters of the scheme are proposed and the seismic analysis of the scheme is made through the calculation of vehicle-bridge dynamic response under the condition of meeting the train safety and ride comfort. Wind tunnel section model test results show that: the main beam has good wind stability.