程序集中的每一步都将整个分层输入传递到输出，另外一个额外的扩充分支被添加到输出中，包含步骤计算的结果。
Each step in the assembly passes the entire hierarchical input to the output, plus an additional enrichment branch is added to the output that contains the result of the step computation.
一个需要解决的关键问题是，如何对可靠的消息传递的支持进行分层。
A key issue that must be addressed is how to layer the support for reliable messaging.
可靠的消息传递功能的建议分层。
如果是受到机械式的搅拌或者是密度梯度发生了变化而使得管中有大量的分层的气体，那么传递就主要通过强制对流或自然对流而发生。
If there is a bulk mixing of the layers of gas in the tube by mechanical stirring or because of a density gradient, mass transfer occurs primarily by the mechanism of forced or natural convection.
根据挤扩支盘桩的受力机理，应用荷载传递理论和分层总和法计算沉降的概念，提出了一种多支盘不等支臂钻孔灌注桩基础沉降计算方法。
According to mechanics character of expanded branches and plates and load transfer theory, a method of expanded branches and plates pile foundation settlement calculation is present.
研究结果表明：在竖直通道中，冷热流体在密度锁内形成的密度分层能抑制热量向下传递；
The result indicates that: density stratification in density lock formed by hot and cold fluid can prevent heat transfer downward in the vertical channel;
若室外热量向室内传递，则会增大分层界面的温度梯度，同时分界面的高度降低。
If heat is transferred from outside to inside, the height of the interface will descend and the temperature gradient at the stratification interface can be strengthen.
DTO的分层是孤立于表现层和领域模型的一个层上，导致二者的松耦合，优化了数据传递。
A layer of DTOs isolates the domain model from the presentation, resulting in both loose coupling and optimized data transfer.
本文根据连续介质力学理论，用传递矩阵法求得分层土端承桩的阻抗函数。
The impedance function of the end bearing pile in stratified soil has been obtained by the method of transfer matrix according to the theory of continuous medium mechanics.
该方法可方便地考虑桩、土、承台和垫层的相互作用，地基土的分层特性和桩身荷载传递函数的非线性。
The pile-soil-cushion-cap interaction and the nonlinearity of load transfer for layered soil could be considered conveniently in this method.
本文提出用分层荷载传递法计算单桩刚度，能方便地考虑桩的可压缩性、分层土的性质和桩截面的变化。
A new method to compute the pile head stiffness with the load transfer method is proposed in this paper.
本文提出用分层荷载传递法计算单桩刚度，能方便地考虑桩的可压缩性、分层土的性质和桩截面的变化。
A new method to compute the pile head stiffness with the load transfer method is proposed in this paper.
应用推荐