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1)  base pressure factor
基底压力系数
2)  base shear coefficient
基底剪力系数
1.
The ductility factor responses of frame structures were calculated for different number of walls and base shear coefficient of frames.
利用弹塑性静力、动力分析软件PUSH&EPDA,对两栋框架─剪力墙结构进行了静力弹塑性和动力时程分析,考察在剪力墙具有不同数量和框架具有不同基底剪力系数这两种情形下框架的延性系数。
3)  base stress
基底压力
1.
Research on the cone penetration resistance of a spread foundation effected by nonlinear distribution of base stress;
基底压力分布对扩展基础冲切承载力影响的研究
2.
By investigating the inner and the outer soil pressure on the cylinder wall and the base stress of the cylinder base,which were obtained from the model experiments,the interactions among the filler inside the cylinder,subsoil and cylinder are analyzed.
在此基础上,提出了沉入式无底圆筒结构基底压力的计算方法。
4)  Subgrade pressure
基底压力
1.
Numerical simulation of subgrade pressure and effect of which on structure analysis of foundation;
基础基底压力的数值模拟及其对基础结构分析的影响
5)  foundation pressure
基底压力
1.
Sand cushion in different thickness and different foundation pressure results different seismic response.
在研究了砂垫层厚度及基底压力对地面地震反应的影响后,得到了一些有益的结果。
2.
In engineering practice,when a foundation size is small,the foundation pressure can be treated as linear distribution and simply calculated according to formulas of Mechanics of Materials.
在工程实际中,当基础尺寸较小时,基底压力可当作直线分布,按材料力学公式简化计算。
6)  base pressure coefficient
底压系数
补充资料:压力系数
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性质:当流体绕一物体流过时,在流体未受干扰的地方其流速为v,流动静压力为ps,流体的密度为ρ,则在被绕流物体上任意一点的压力,ρs1与未受扰动流体的压力ps,之差与未受扰动流体速度头( )之比值称为压力系数,以p表示,即

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