首页> 外文期刊>Soil Dynamics and Earthquake Engineering >Impedance functions of three-dimensional rectangular foundations embedded in multi-layered half-space
【24h】

Impedance functions of three-dimensional rectangular foundations embedded in multi-layered half-space

机译:嵌入多层半空间的三维矩形基础的阻抗函数

获取原文
获取原文并翻译 | 示例
           

摘要

Although most of the building foundations are approximate to embedded three-dimensional rectangular foundations of different length-to-width ratios, the two-dimensional models or axis-symmetric models which ignore the influence of length-to-width ratios, are usually used for dynamic analysis due to less computational effort on impedance functions. The impedance functions of foundations characterized by different length-to-width ratios and depth-to-width ratios embedded in multi-layered half-space, are obtained by a boundary element method, combined with non-singular Green's functions of high efficiency. Results of high precision based on dense element meshing are presented on complete eight impedance functions (two horizontal, two coupled, two racking, vertical and torsional impedance functions) for the practical values in the dynamic analysis of the buildings.
机译:尽管大多数建筑地基近似于长宽比不同的嵌入式三维矩形地基,但通常使用二维模型或轴对称模型来忽略长宽比的影响。动态分析,因为对阻抗函数的计算量较少。通过边界元法结合高效率非奇异格林函数,得到了嵌入多层半空间的长宽比和深宽比不同的地基阻抗函数。在完整的八个阻抗函数(两个水平,两个耦合,两个机架,垂直和扭转阻抗函数)上给出了基于密集元素网格划分的高精度结果,以用于建筑物的动力分析中的实用值。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号