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地基动力转动压缩对高层建筑自振频率的影响
Effect of Dynamic Rotation and Compression of Foundation Soil on Free Vibration Frequency of Tall Cylindrical Building
【摘要】 在将高层建筑连续化等代为一等截面圆筒体的基础上[1] ,揭示地基土动力压缩而引起筒体结构基础的转动对自振频率的影响 ,并推导出相应的公式
【Abstract】 Based on that a tall building is substituted with a cylindrical building successively,the effect of dynamic rotation of foundation,which is caused by the dynamic compression of foundation soil, on the free vibration frequency of tall cylindrical building is analyzed.And the corresponding formula is derived.
【关键词】 动力压缩;
基础转动;
自振频率;
高层筒体建筑;
【Key words】 dynamic compression; foundation rotation; free vibration frequency; tall cylindrical building;
【Key words】 dynamic compression; foundation rotation; free vibration frequency; tall cylindrical building;
【基金】 湖北省教委科研课题资助! (93A0 35 )
- 【文献出处】 武汉水利电力大学(宜昌)学报 ,Journal of University of Hydraulic and Electric Engineering/yichang , 编辑部邮箱 ,2000年04期
- 【分类号】TU973
- 【下载频次】27