摘要
对受切向均布随从力作用的、且带有点弹性支承的非保守杆，采用积分方程法，得到了用矩阵表示的特征值问题，从而分析了弹性支承的刚度及位置对杆的稳定性的影响。
Abstract: The eigenequation of vibration and stability of non-conservative column with point elastic support under the action of uniformly distributed tangential follower force is established by using the integral equation theory, so that the effects of elastic support and its position to the stability behavior of simple supported column are obtained.Keywards: follower force, elastic support, integral equation
出处
《地球科学与环境学报》
CAS
1997年第S1期119-123,共5页
Journal of Earth Sciences and Environment
