摘要
将楼板的作用沿高度方向连续化 ,把升船机支承结构等效简化为广义悬臂梁 ,并建立其弯扭耦连振动微分方程 ,通过广义坐标变换 ,使振动方程解耦 ,然后求解结构的自振频率和振型 ,文末给出了算例 .
In this paper,a generalized cantilever beam is set up and a differential equation of coupling vibration of bending and torsion is obtained after considering the continued effect of the floor along the height of a giant boat lifting structure.The defferential equation is decoupled through generalized coordinate transformation,and then the structural frequency and mode are worked out by numerical method whose example is given at the end.
出处
《长沙铁道学院学报》
EI
CSCD
2000年第1期85-89,共5页
Journal of Changsha Railway University
关键词
升船机
支承结构
广义悬臂梁
坐标变换
解耦
自振频率
振型
boat-lifting
structure
generalized cantilever beam
coordinate transformation
decouple
frequency
mode