摘要
结合具体钢管混凝土拱桥的概况，介绍了扣锚系统的建模与计算，就计算过程中遇到的问题提出了解决办法，以满足设计标准的要求。
Combined with general situation of steel pipe concrete arch bridge, the author introduces modeling and calculation of anchorage system, and proposes solutions for the problems met in calculation process to comfort the requirement of design standard.
出处
《山西建筑》
2006年第15期322-323,共2页
Shanxi Architecture
关键词
扣锚系统
钢管拱
斜拉扣挂法
anchorage system, steel pipe arch, cable stayed buckling method
