摘要
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 。
Designing parameters of partially cable stayed bridge are analyzed and structural characteristics of cable stayed bridges are compared with that of continuous girder bridges. The parameters of tower, beam and cable are changed to find out how these parameters work on the global rigidity. The appropriate construction environment for the partially cable stayed bridge is proposed.
出处
《结构工程师》
2004年第3期27-31,共5页
Structural Engineers