| 房营光.正交各向异性层状弹性半平面动力奇异解及其应用[J].计算力学学报,1995,12(2): |
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| 正交各向异性层状弹性半平面动力奇异解及其应用 |
| Dynamic singular solution of orthotropic layered elastlc half-plane and its application |
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| DOI：10.7511/jslx19952031 |
| 中文关键词: 奇异解 传递矩阵方法／正交各向异性层状弹性半平面 直墙拱结构 |
| 英文关键词:singular solution,transfer function matrix /orthotropic layered elastic half-plane,arch wall structure |
| 基金项目: |
| 房营光 |
| 广东工学院 |
| 摘要点击次数: 1421 |
| 全文下载次数: 6 |
| 中文摘要: |
| 本文采用Ｌａｐｌａｃｅ－Ｆｏｕｒｉｅｒ联合变换及传递矩阵方法导出了正交各向异性层状弹性半平面动力问题的时域奇异解的解析表达式，讨论了奇异解的数值实施。并把奇异解应用于边界元，计算了地下直墙拱结构的动力响应问题。 |
| 英文摘要: |
| In this paper,the dynamic singular solutions of problem for the orthotropic layered elas-tic half-plane are derived in time domain with the aid of Laplace-Fourier mixed transforms and transfer matrix method.The numerical computation of these solutions is also discussed.By applying these solutions to the boundary element method , the numerical computations for the dynamic response of underground arch wall structure are proposed. |
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