摘要
文中通过介绍某高速公路中(70+2×120+70)m跨径的连续刚构桥方案与部分斜拉桥方案的设计情况,同时进行两种桥型结构受力原理的分析,然后总结其应用上的优、缺点。
This paper introduces the design of continuous rigid frame bridge project and partially cable-stayed bridge project of one bridge in a highway, spans of this bridge are attributed as (70+2 × 120+70)m.The mechanical analysis of structure of these two types of bridge, and summary of the excellences and shortcomings when they are applied are introduced,too.
出处
《广东交通职业技术学院学报》
2005年第4期46-49,共4页
Journal of Guangdong Communication Polytechnic
关键词
连续梁桥
部分斜拉桥
力学分析
设计
比较
continuous rigid frame bridge
partially cable-stayed bridge
mechanical analysis
design
comparison