| 1. | Pressure model of soft body collision detection based on octree
基于八叉树的软体压力模型精确碰撞检测 |
| 2. | Phase - transformation heat transfer and mass transfer constant - pressure model for the drying process of a thin - layer capillary porous media wet - region
薄层毛细多孔介质湿区干燥过程相变传热传质常压模型 |
| 3. | Hydraulic pressure model in direct molmerged , simple in structure , convenient in mold adjustment , and the force of clamoping can be easy adjusted , data can be read directly
液压式直接合模结构简单，调模方便，并且锁模力易于调整，数值易于直读。 |
| 4. | It is used to calibrate the position error of the pressure model . 5 . the algorithm for the flush airdata system based on bp network and the
另外,应用bp网络进行校正具有较高的拟合精度和可靠性; 5 .提出了一套完整的fads系统的bp网络算法:该算法首先应用三点法求取 |
| 5. | The pressure model of flush airdata sensing system is nonlinear equations of the angle of attack , angle of sideslip , dynamic pressure and static pressure of the free stream
飞行器表面的压力分布是大气数据(迎角、侧滑角、动压、静压)的非线性函数,这个函数主要可以从空气动力学模型得到。 |
| 6. | Foundry sand adhesives serial bentonite is standard by jb t9227 1999 issued by national industry department . it was apply to settle the problem of high pressure model production line , sand mold collapse
铸造型砂粘结合用膨润土产品标准参照机械工业部颁标jb t9227 - 1999 .本系列产品适用于高压造型生产线，砂型塌方等问题。 |
| 7. | Analysis method of soil - structure interaction is put forward and relevant soil pressure model is established for soil pressure calc ulation and distribution problems which is ubiquitous in the deep excavation calculation
及目前深基坑计算中普遍存在的土压力计算及分布问题，提出了考虑土-结构共同作用的分析方法，并以此建立了相应的土压力模式。 |
| 8. | With the dynamic pore pressure model of composite foundation established , the effects of pore pressure , horizontal load , parameters of pavement structure , soft subsoil and composite foundation on pavement deformation are discussed in detail
采用本文建立的复合地基动孔压模型，详细分析了孔压、道路结构层参数、复合地基和软土地基各参数以及水平荷载对道路变形特性的影响。 |
| 9. | The usual methods for earth pressure calculation are summarized . this paper brings forward a displacement earth pressure model . that is the lateral earth pressure on the supporting structure change with the variation of the supporting structure ’ s displacement
本文研究的主要内容如下: 1 、对常用土压力理论进行综述后,提出一种位移土压力模型,即作用于支挡结构前后土压力的大小随着支挡结构的变形而变化。 |
| 10. | Then the paper summarized the present study state on dynamic pore pressure model of soft subgrade and composite foundation , established empirical dynamic pore pressure model respectively , and the model parameters are obtained based on formers " indoor dynamic triaxial tests
概括了软土地基和软土复合地基动孔压模型的研究现状，分别建立了动孔压经验模型，并且基于前人的室内动三轴试验结果确定了模型计算参数。 |
