|
|||||
|
|
| 高层建筑在桩-土-上部结构共同耦合作用下的有限元分析 | |
| 引用本文： | 王子健,武黎明,王继武,许华东,王秋红.高层建筑在桩-土-上部结构共同耦合作用下的有限元分析[J].重庆交通大学学报(自然科学版),2008,27(4):540-543. |
| 作者姓名： | 王子健 武黎明 王继武 许华东 王秋红 |
| 作者单位： | 1. 重庆交通大学土木建筑学院,重庆,400074 2. 沈阳中远建筑设计有限公司,辽宁,沈阳110025 3. 中国奥园地产集团股份有限公司,辽宁,沈阳110014 |
| 摘 要： | 以某12层钢筋混凝土框架剪力墙结构为例,采用有限元软件ANSYS分析了"桩-土-上部结构共同耦合作用"与"正常设计条件"两种情况下,上部结构的内力及变形情况,并将计算结果进行对比分析。分析结果表明在高层建筑结构设计时,应该充分考虑到下部结构对上部结构的影响,从而使设计更加合理。 |
| 关 键 词： | 高层建筑结构 桩-土-上部结构 耦合作用 内力 变形 对比分析 |
FEM Analysis on Pile-Soil-Superstructure Interaction Coupling Reaction to High-Rise Building |
|
| WANG Zi-jian,WU Li-ming,WANG Ji-wu,XU Hua-dong,WANG Qiu-hong.FEM Analysis on Pile-Soil-Superstructure Interaction Coupling Reaction to High-Rise Building[J].Journal of Chongqing Jiaotong University,2008,27(4):540-543. | |
| Authors: | WANG Zi-jian WU Li-ming WANG Ji-wu XU Hua-dong WANG Qiu-hong |
| Abstract: | Taking a shearing force wall structure of 12 floors RC frame as an example,this research was carried out by virtue of ANSYS—a software of the finite element,which was adopted to analyze the internal force and the distortion of the super- structure in the cases of"the pile-soil-superstructure common coupling reaction"and"the normal design conditions",and then the results ware compared with each other.The final result indicates that the influence of the substructure to the super- structure should be fully taken into consideration in designing a structure of the high-rise building,in order to make the de- sign more reasonable. |
| Keywords: | high-rise building pile-soil-superstructure coupling reaction internal force displacement contrast analysis |
| 本文献已被 维普 万方数据 等数据库收录！ | |