2) Nerve partial fascicle transfer
神经束支移位
3) displacement constraint
位移约束
1.
Optimization of the truss with displacement constraint using member-area-increasing iteration
用杆件截面递增迭代法对位移约束桁架进行优化设计
2.
The results show that bolts can offer both stress constraint and displacement constraint to rock mass, and provide a basis for support design and stability.
验证了注浆加锚岩体在承载过程中具有应力强化特性;反映了注浆加锚岩体破裂和变形的发展过程;揭示了锚杆对岩体提供应力和位移约束机理。
3.
Using Kuhn-Tucker necessary conditions,a multi-displacement constrained problem is simplified to a single displacement constraint and called the most critical displacement constraint,eliminating the need to calculate a large set of lagrange multipliers for the effective constraints and deriving an optim.
用Kuhn-Tucker(库恩-塔克)必要条件将多个位移约束简化为单一位移约束(称为最临界位移约束),建立位移约束下的优化设计准则。
4) displacement constraints
位移约束
1.
The optimal topology model of three-dimensional continuum structure based on ICM is established(Independent Continuous Mapping)method,which refers to weight as objective and subjected to stress constraints and displacement constraints with multi-load-cases.
基于ICM方法,建立了在应力和位移约束下以重量为目标的多工况下的三维连续体结构拓扑优化模型。
2.
Based on the filter function,the displacement constraints are expressed approximately by Mohr theorem.
采用独立于截面及形状参数的连续拓扑变量,借助于过滤函数,位移约束用莫尔定理显式化,频率约束用瑞利商求导数借助模态动能及模态应变能近似显式化。
3.
The procedure of formulating and solving the topology optimization model with ICM method is illustrated by the example of topology optimization problem with displacement constraints.
以位移约束为例阐述了ICM方法建模及求解过程。
5) Acoustical beam shift
声束位移
6) beam displacement
束位移
补充资料：不完全性右束支传导阻滞
不完全性右束支传导阻滞
incomplete right bundle?branch block
为束支传导阻滞的一种类型，见于各种器质性心脏病，也可发生于健康人。其心电图改变为：①QRS波群时限＜0.12秒；V1、V2导联室壁激动时间≥0.06秒。②QRS波群形态改变：V1、V2导联呈rsR型，或呈宽大并有切迹的R波；V5、Ｖ6导联的前半部TB为8R型，但S波显著增宽。在肢体导联中以R波为主的导联常有粗钝的S波，以负向波为主的导联常有终末粗钝的R波。③ST-T改变：ST-T段大致于QRS波群络未向量的方向相反，表现为V1、V2导联S-T段降低，T波倒置，Ｖ5、Ｖ6导联S-T段抬高，T波直立，在肢体导联中也可有类似的改变。
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