摘要
改变过去动力机械基础在水平旋转振动作用下,不考虑土的惯性作用的作法,将待求参量由3个变为4个(称为动力分析中的四参数模型).应用这个新模型进行分析,可获得更符合实际的计算结果.
Unlike before, the authors have proved that the inertia effect of base soil must be considered and the inertia action of soils is very evident by a number of tests. And then, the number of the parameter to be determined shall change from 3 to 4. Here, the model is.refered to as 4 parameter model. Only using the new model, the results of dynamic computation could be conformable to practice well.
出处
《建筑结构》
CSCD
北大核心
1996年第12期3-8,共6页
Building Structure
关键词
旋转耦合振动
参振土质量
动刚度
地基
阻尼比
couple vibration
sliding
rotation
participating soil mass in vibration
dynamic rigidity