摘要
对福州市青州路闽江结合梁斜拉桥主梁侧向抖振响应进行了较为详细的分析 ,较全面地考虑了气动导纳、自激气动力和背景响应的影响 ,为对未考虑背景响应的抖振分析结果进行修正 ,定义了背景响应修正系数并给出了计算公式 ,计算了闽江斜拉桥的侧向抖振响应 ,与未考虑背景响应影响的有限元分析结果进行了对比 ,对侧向抖振位移响应以及背景响应比例进行了参数分析。分析表明
The formulae including both background and resonant response are given, and detailed lateral buffeting response analysis of Qingzhou cable stayed bridge over Min river are presented,in which all the effects including self excited aerodynamic forces, aerodynamic admittance and background response are taken into account. The results indicate that the background response of lateral buffeting of Qingzhou cable stayed bridge should not be neglected.
出处
《中国公路学报》
EI
CAS
CSCD
北大核心
2000年第2期43-47,共5页
China Journal of Highway and Transport
基金
国家自然科学基金项目! (59895410 )
关键词
斜拉桥
风荷载
侧向抖振响应
背景响应
cable stayed bridge
wind load
lateral buffeting response
background response