摘要
桥梁结构的抖振响应受抖振力和结构动态特性的影响。在有限元分析中 ,建立结构动态特性矩阵时将斜拉索处理成直杆单元而忽略拉索局部振动的影响。在考虑拉索锚固点随结构运动的情况下 ,推导出斜拉索局部振动引起的拉索动张力公式。分析认为 ,虽然斜拉索的局部振动对结构整体抖振响应的影响不甚显著 。
Buffeting response of structure is affected by buffeting loads and dynamic characteristics of structure. When finite element method is adopted, the characteristic matrix of the structure is usually constructed, looking one cable as one element and neglecting the oscillation of the cables. When movements at two ends of cable are considered, its dynamic tension equation due to oscillation is derived. The results show that the oscillations of cables have little effect on the buffeting response of the whole structure. However, the effect of the whole structure movement on the local vibration of cables is just significant.
出处
《振动与冲击》
EI
CSCD
北大核心
2001年第4期62-64,24,共4页
Journal of Vibration and Shock
