摘要
抖振是桥梁在风荷载作用下的一种经常性的限幅振动。对于长大跨度桥梁在计算其抖振响应时不得不考虑自激力的影响 ,而自激力的计算方法不一 ,且其计算过程复杂、繁琐。本文根据抖振计算理论 ,研究一种自激力的实用计算方法 ,并对军山斜拉桥进行自激力计算。
Buffeting is the usual random vibration with the amplitude limited under natural wind. Self-excited force must be considered when calculating response of long-span bridge buffeting. The authors worked out a practical calculating method of self-excited force according to buffeting calculating theory and calculated self-excited force of Junshan cable-stayed bridge.
出处
《地震工程与工程振动》
CSCD
北大核心
2002年第5期30-35,共6页
Earthquake Engineering and Engineering Dynamics
基金
国家自然科学基金 ( 5 0 0 780 47)
关键词
桥梁
抖振
自激力
传递函数
风荷载作用
buffeting vibration
self-excited force
transfer function