摘要
改善抗风稳定性能是大跨度悬索桥设计和建造中的一个重要课题。由初步设计与施工图设计阶段模型试验的结果对比可知,调整结构的气动外形和整体刚度,能改善广州珠江黄埔大桥悬索桥的颤振稳定性能。
To improve the wind stability performance of long span suspension bridges is an important subject in the design and construction. The comparison of the model tests at stages of the preliminary design and working drawing design of the suspension bridge of Huangpu Bridge over Zhujiang River in Guangzhou shows that the adjustment of aerodynamic profile and global stiffness of the structure can improve the flutter stability performance of the bridge.
出处
《桥梁建设》
EI
CSCD
北大核心
2007年第3期30-32,51,共4页
Bridge Construction
关键词
悬索桥
抗风稳定性
颤振
suspension bridge
wind stability
flutter