1.
Review on Vertical Restraints Dominated by Retailers;
基于零售商主导的纵向约束研究述评
2.
Review on Vertical Restraints Dominated by Retailers and Regulation;
零售商主导的纵向约束及规制研究综述
3.
Retailer-Dominated Vertical Restraints:Literature Comments and Policy Implications;
零售商主导的纵向约束：理论评述与政策含义
4.
Study on the Entry Mode of the Multinationals under Vertical Restraints;
纵向约束条件下跨国公司进入方式研究
5.
Retailers to Manufacturers to Implement Vertical Restraints:Mechanism and Performance Evaluation;
零售商对制造商实施纵向约束的机制和绩效评价
6.
Vertical Constraints and the Market Power of Retailers--An Economic Framework;
基于零售商垄断势力的纵向约束——一个经济分析框架
7.
Asymptotic Properties of Estimators in Semiparametric Regression Model for Longitudinal Data under Linear Restrictions
线性约束下纵向数据半参数模型的渐近性质
8.
Constraint network modeling and conflict detection in vertical collaboration design
纵向协同设计中约束网络建模和冲突检测技术研究
9.
A Broad overview of the theoretical research on the binding theory and the L2 acquisition of reflexives;
约束论与反身代词第二语言习得理论研究纵观
10.
Research of ship maneuvering based on captive model test under different loading conditions
不同装载状态下约束模试验的船舶操纵性研究
11.
Depth Calculation and Restraint Condition of Looper Pit for Slitting Line
纵切机组活套坑深度的计算方法及约束条件
12.
Steering-Invariant Constant Beamwidth Beamforming with SOCP Constraints
基于二阶锥约束的方向不变恒定束宽波束形成
13.
Synthesis of adaptive steering-invariant constant-beamwidth pattern with sidelobe constraints
旁瓣约束方向不变恒定束宽波束自适应综合
14.
Research on the Optimal Design of Long Longitudinal Prestressed Reinforcement Layout for PC Bridge
PC梁桥长束纵向预应力筋优化布置研究
15.
According to mathematical model set up, the author has developed computer programs in VC++6.0.
将这些变坡点相连并经过约束处理后就产生了一条初始纵断面线。
16.
Study on Effect of Longitudinal Reinforcement Ratio on Shear Behavior of Restrained Beams Without Web Reinforcement When Shear-Span Ratio is 2.5;
不同纵筋率对剪跨比为2.5的无腹 筋约束梁受剪性能影响的研究
17.
Study on Effect of Longitudinal Reinforcement Ratio on Shear Behavior of Restrained Beams with Web Reinforcement When Top Longitudinal Reinforcement Truncated;
负筋截断时纵筋率对有腹筋约束梁受剪性能影响的研究
18.
Study of Effect of Longitudinal Reinforcement Ratio on Shear Behavior of Restrained Beams Without Web Reinforcement When Shear-Span Ratio is 1.5;
不同纵筋率对剪跨比为1.5的无腹筋约束梁受剪性能影响的研究