摘要
介绍了中山市新建中承式无风撑钢箱混凝土系杆拱桥施工全过程的桥墩水平、垂直位移和拱肋应力应化及最终结果。
The horizontal, vertical displacements of piers,the variations of stresses of arch ribs and the final results of the fomer during the whole construction process of a newly built half through, concrete filled steel box tied arch bridge without wind bracing in Zhongshan city are expounded.
出处
《桥梁建设》
EI
CSCD
北大核心
1997年第2期39-44,共6页
Bridge Construction
关键词
中承式
无风撑
钢筋混凝土桥
施工监测
系杆拱桥
half through tied arch,without wind bracing,concrete filled steel box,construction monitoring
