摘要
利用Hamilton原理,推导了排架结构柱的几何刚度,分析和讨论了竖向荷载及偏心距对结构自振周期的影响,给出了设计用的结构自振周期修正方法.
Based on the Hamilton principle,the geometric stiffness of column of bent frame is defined.The influence of the vertical loads and eccentricity on the bent frame’s natural period of vibration are analysed and discussed.A method for correcting the natural period of vibration of bent frame in designing is given.
出处
《包头钢铁学院学报》
1998年第2期125-129,共5页
Journal of Baotou University of Iron and Steel Technology
关键词
竖向荷载
排架结构
自振周期
vertical load
bent frame
natural period of vibration