| 横观各向同性层状场地受水平圆盘状简谐荷载时的响应分析 |
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| 引用本文： | 周锋,陈鹡,薛松涛,范存新.横观各向同性层状场地受水平圆盘状简谐荷载时的响应分析[J].苏州科技学院学报(工程技术版),2000,13(1). |
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| 作者姓名： | 周锋 陈鹡 薛松涛 范存新 |
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| 作者单位： | 1. 同济大学,工程力学与技术系,上海,200092
2. 苏州城建环保学院,基础部,江苏,苏州215011 |
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| 摘 要： | 文章利用文献1]中所推导的环形荷载作用下,横观各向同性层状场地的位移响应公式,将它们沿径向进行积分,给出了横观各向同性层状场地对圆盘状简谐荷载位移响应的一般形式,并举例说明各种参数对这些响应的影响
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| 关 键 词： | 横观各向同性 层状场地 圆盘状简谐荷载 位移响应 |
| 修稿时间： | ] |
The Response Analysis of Transversely Isotropic Elastic Strata to Harmonic Disk Loads |
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| ZHOU Feng,CHEN Rong,XUE Song-tao,FAN Cun-xin.The Response Analysis of Transversely Isotropic Elastic Strata to Harmonic Disk Loads[J].Journal of University of Science and Technology of Suzhou：Engineering and Technology,2000,13(1). |
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| Authors: | ZHOU Feng CHEN Rong XUE Song-tao FAN Cun-xin |
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| Abstract: | By using the formulas of displacement responses of transversely isotropic elastic strata to harmonic ring loads, the general formulas of displacement responses of transversely isotropic elastic strata to harmonic disk loads are derived. To examine the effects of some parameters and boundary conditions on the responses of soil layers, several numerical examples are given. |
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| Keywords: | transversely isotropic elastic soil layers harmonic disk loads displacement responses |
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