1) finite deep foundation
有限深地基
2) elastic foundation with limited depth
有限深弹性地基
1.
Computation on internal force of frame on elastic foundation with limited depth;
有限深弹性地基上框架内力的计算方法
3) finite element foundation
有限元地基
4) finite thick foundation
有限厚地基
5) infinite deep pervious foundation
无限深透水地基
1.
Seepage calculation of earth-rockfill dams with vertical cut-off wall on infinite deep pervious foundation by using transformation method;
无限深透水地基上土石坝坝基垂直防渗的保角变换渗流计算
2.
On the infinite deep pervious foundation,the earth-rolkfill dams often take the hanging vertical cut-off wall to control the seepage.
在无限深透水地基上修建土石坝,坝基防渗体常采用倒悬挂式防渗墙。
3.
This paper introduces the boundary element method to study the affect of the blanket length for earth-rock dam on the infinite deep pervious foundation on the seepage of dam foundation.
采用边界元法研究无限深透水地基上土石坝铺盖长度对坝基渗流的影响。
6) finite depth
有限水深
1.
Through example computation, the paper adopts the three-dimensional potential theory of multi-body in finite depth and the spectrometric analysis theory to set up a method which is used to calculate the three-dimensional motion response of the moving trestle.
运用有限水深多浮体三维势流理论和谱分析理论,结合实例计算,建立了一种计算近海移动式栈桥码头三维运动响应的方法,该方法将栈桥码头简化为刚性模块柔性连接器模型(RMFC),柔性连接器被假定为线性弹簧。
2.
Hydradynamic calculation adopts the three-dimensional potential theory in finite depth.
将刚性模块柔性连接器模型(RMFC)应用于拼接式海上栈桥码头的三维运动响应计算,柔性连接器被假定为线性弹簧,采用有限水深三维势流理论计算水动力,重点分析了6种浪向的改变对栈桥码头三维运动响应的影响,并将谱分析结果与实验结果进行了比较。
补充资料：热深厥深
热深厥深 热深厥深 病证名。指热厥证的征象。指邪热越深入，四肢厥冷的症状越严重，皆因阳气被遏，邪气内闭所致。属真热假寒证。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条