摘要
运用桥梁振动理论、对九站松花江特大桥进行了风致响应分析，着重分析阵风引起的抖振内力。计算结果表明，该桥无需做风洞实验．能够满足抗风设计要求。
With the theory of bridge vibration, the wind responses of Jilin Jiuzhan Songhuajiang River-bridgewas analysed. The internal force of wind trembling was emphatically studied. The results showed thatthe bridge can meet the demand of design without tunnel test.
出处
《东北林业大学学报》
CAS
CSCD
北大核心
2000年第1期86-87,共2页
Journal of Northeast Forestry University
基金
长吉线吉林九站松花江公路大桥模型试验课题
