摘要
简要介绍了钢管混凝土系杆拱桥的结构受力特点,以实桥为例分别按空间结构和平面结构进行内力计算分析,并对两种方法加以比较。
The paper briefly introduces the bearing features of tied arch bridge structure of steel pipe concrete, makes analysis of internal force calculation respectively following the space structure and plane structure as example with actual bridge, and compares those two kinds of analyzing methods each with other.
出处
《北方交通》
2006年第7期68-70,共3页
Northern Communications
关键词
系杆拱桥
空间结构
平面结构
内力
Tied arch bridge Space structure Plane structure Internal force