摘要
对扰力作用下等截面桩的竖向振动进行了理论分析，得出了其竖向振动的固有频率方程和在顶面受冲击力作用下的强迫竖向振动的位移响应．
Vertical vibration of the equal section stake is carried through theory analysis under interfore force, the inherence frequency equation of stake vertical vibration, and the displacement responce of compoling vibration under impacting load are aequired.
出处
《湖南师范大学自然科学学报》
EI
CAS
北大核心
2001年第2期52-54,共3页
Journal of Natural Science of Hunan Normal University
