摘要
生米大桥主桥为(75+228+228+75)m的中承式钢管混凝土系杆拱桥,详细介绍该桥的各部分结构构造和整体受力分析结果。
The main bridge of the Shengmi Bridge is a half-through tied arch bridge of concrete-filled steel tubes with span arrangement （75＋228＋228＋75） m. In this paper, the structural constitution of various parts and the results of global mechanical analysis of the bridge are described in details.
出处
《世界桥梁》
北大核心
2005年第3期8-11,共4页
World Bridges
关键词
系杆拱桥
钢管混凝土结构
结构构造
静力分析
稳定分析
tied arch bridge
concrete-filled steel tube structure
structural constitution
static analysis
stability analysis
