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Non-randomized and randomized stepped-wedge designs using an orthogonalized least squares framework

机译:使用正交化最小二乘框架的非随机和随机的阶梯式楔形设计

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Randomized stepped-wedge (R-SW) designs are increasingly used to evaluate interventions targeting continuous longitudinal outcomes measured at T-fixed time points. Typically, all units start out untreated, and randomly chosen units switch to intervention at sequential time points until all receive intervention. As randomization is not always feasible, non-randomized stepped-wedge (NR-SW) designs (units switching to intervention are not randomly chosen) have attracted researchers. We develop an orthogonlized generalized least squares framework for both R-SW and NR-SW designs. The variance of the intervention effect estimate depends on the number of steps (S), length of step sizes (t(s)), and number of units (n(s)) switched at each step (s=1,..., S). If all other design parameters are equal, this variance is higher for the NR-SW than for the equivalent R-SW design (particularly if the intercepts of non-randomly stepped switching strata are analyzed as fixed effects). We focus on balanced stepped-wedge (BR-SW, BNR-SW) designs (where t(s) and n(s) remain constant across s) to obtain insights into optimality for variance of the estimated intervention effect. As previously observed for the BR-SW, the optimal choice for number of time points at each step is also ts1 for the BNR-SW. In our examples, when compared to BR-SW designs, equivalent BNR-SW designs even with intercepts of non-randomly stepped switching strata analyzed using fixed effects sacrifice little efficiency given an intra-unit repeated measure correlation 0.50. Compared to traditional difference-in-differences designs, optimal BNR-SW designs are more efficient with the ratio of variances of these designs converging to 0.75 when T10. We illustrate these findings using longitudinal outcomes in long-term care facilities.
机译:随机化的阶梯式楔形(R-SW)设计越来越多地用于评估针对在T-固定时间点测量的连续纵向结果的干预措施。通常,所有单元都开始未处理,随机选择的单元切换到序列时间点的干预,直到所有接收干预。随着随机化并不总是可行的,非随机化的阶梯式楔(NR-SW)设计(不随机选择切换到干预的单位)吸引了研究人员。我们为R-SW和NR-SW设计开发了正交化的广义最小二乘框架。干预效果估计的方差取决于步骤的数量,步骤尺寸的长度(t(s)),以及在每个步骤切换的单位数(n(s))(s = 1,... ,s)。如果所有其他设计参数相等,则NR-SW的此方差高于等效R-SW设计(特别是如果将非随机阶梯切换地层的截距被分析为固定效果)。我们专注于平衡阶梯式楔形(BR-SW,BNR-SW)设计(其中T(S)和N(S)保持恒定),以获得最佳效果的洞察,以方差估计干预效果。如前所述为BR-SW观察到,每个步骤的时间点的最佳选择也是BNR-SW的TS1。在我们的示例中,与BR-SW设计相比,同等的BNR-SW设计,即使使用固定效应分析的非随机阶梯式切换地层的截距,给出了单位内反复测量相关0.50的效率很小。与传统的差异差异设计相比,最佳BNR-SW设计更有效,这些设计的差异与T&GT时的差异与0.75的比率更高。我们使用长期护理设施中的纵向结果说明了这些发现。

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