摘要
在对虎门大桥辅航道桥悬臂施工阶段风致抖振情况进行理论分析和风洞试验的基础上 ,介绍悬臂施工阶段结构风致抖振控制的原理和方法。并通过对悬臂施工阶段减振效果和火箭激励现场实测 ,验证了虎门大桥辅航道桥施工阶段风致抖振控制方法的有效性和可靠性。
Basing on the theoretical analysis and wind tunnel test for the wind induced vibration at the cantilever construction stage of assistant shipping channel bridge of Humen Bridge, the principle and method of wind induced vibration controlling plan at the cantilever construction are introduced, and its validity and reliability are proved by test of mitigation effect and rocket excitation in field at the cantilever construction stage.
出处
《桥梁建设》
EI
CSCD
北大核心
2002年第5期50-53,共4页
Bridge Construction
关键词
悬臂施工
刚构桥
风致抖振
风洞试验
振动控制
rigid frame bridge
wind induced vibration
wind tunnel test
vibration control
