| 横观各向同性层状场地对环形简谐荷载的位移响应 |
| |
| 引用本文： | 陈Rong 薛松涛. 横观各向同性层状场地对环形简谐荷载的位移响应[J]. 力学季刊, 1999, 20(2): 139-147 |
| |
| 作者姓名： | 陈Rong 薛松涛 |
| |
| 作者单位： | 同济大学，同济大学，同济大学，同济大学 上海 200092，上海 200092，上海 200092，上海 200092 |
| |
| 基金项目： | 国家自然科学基金(59778033) |
| |
| 摘 要： | 本文采用横观各同性层状粘弹性模型拟半空间上之的层状场地，用阻尼器取代其下部的半空间以吸收振动能量。
|
| 关 键 词： | 横观各向同性 层状场地 简谐荷载 土动力学 |
THE DISPLACEMENT RESPONSES OF TRANSVERSELY ISOTROPIC STRATA TO HARMONIC RING LOADS |
| |
| Chen Rong Xue Songtao Chen Zhuchang Qin ling. THE DISPLACEMENT RESPONSES OF TRANSVERSELY ISOTROPIC STRATA TO HARMONIC RING LOADS[J]. Chinese Quarterly Mechanics, 1999, 20(2): 139-147 |
| |
| Authors: | Chen Rong Xue Songtao Chen Zhuchang Qin ling |
| |
| Abstract: | A model of transversely isotropic viscoelastic layered strata is used to simulate the soil layers situated on a half space. At the bottom of the strata, dampers are used to absorb the vibration energy. The thin layer element method is used to derive the discretized free vibration equation, which satisfies above boundary conditions. By using the method of solving normalization eigenvector, which corresponds with Kausel' 5 orthogonal conditions, the expressions of relevant coefficients are given. And at last, the general formulas of displacement responses of transversely isotropic elastic strata to harmonic ring loads are preserted. |
| |
| Keywords: | transversely isotropic soil layers harmonic ring loads displacement responses |
| 本文献已被 CNKI 维普 等数据库收录！ |
