| 1. | Elastic half - space theory of foundation vibration
动力机器基础基础振动半空间理论 |
| 2. | Elastic half - space foundation model
弹性半空间地基模型 |
| 3. | The displacement field of dislocation on the half - space of two - phase saturated medium
两相饱和介质半无限空间位错位移场 |
| 4. | Input seismic wave fields in elastic half - space interbedded by liquid - filled porous medium and solid medium
不同介质互层分布的弹性半空间地震波场输入 |
| 5. | Scattering of sh - waves by a semi - cylindrical hill with a hole above a subsurface cavity in half - space
波入射时含圆形孔洞的半圆形凸起地形与其附近的圆形孔洞的相互作用 |
| 6. | The behavior of three layered magneto - electro - elastic half - space subjected to horizontal mechanical loads is emphatically analyzed
着重分析了水平载荷作用下三层半无限压电压磁弹性体的行为。 |
| 7. | H . - h . hung , y . - b . yang , “ elastic waves in visco - elastic half - space generated by various vehicle loads ” , solid dynamics and earthquake engineering , 21 ( 2001 ) , 1 - 17
吴政桦, “高速移动载重在半无限域弹性体表面振动之模拟” ,国立成功大学土木工程学研究所硕士论文, 1999年6月。 |
| 8. | In this paper , a simplified model for dam - foundation dynamic interaction analysis in time domain is proposed in terms of the studying of the characteristics of the dynamic impedance of canyon cut in elastic half - space
通过对拱坝地基的半无限空间动力体系的分析，提出了拱坝-地基动力相互作用问题的简化求解途径，并结合小湾拱坝进行了实际分析。 |
| 9. | The main achievements could be summarized as follows : 1 ) the dynamic response of the saturated , porous , elastic half - space is studied in this paper , and saturated soil is taken as elastic two - phase media
现将本文的主要工作简单介绍如下：本文以饱和土为研究对象，在两相介质为弹性介质等一些条件假定下，进行了饱和弹性半空间动力响应问题的研究。 |
| 10. | Abstract : in this paper , a simplified model for dam - foundation dynamic interaction analysis in time domain is proposed in terms of the studying of the characteristics of the dynamic impedance of canyon cut in elastic half - space
文摘:通过对拱坝地基的半无限空间动力体系的分析，提出了拱坝-地基动力相互作用问题的简化求解途径，并结合小湾拱坝进行了实际分析。 |
