Specifying composites in structural equation modeling: A refinement of the Henseler–Ogasawara specification

Xi Yu, Florian Schuberth, J. Henseler
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引用次数: 3

Abstract

Structural equation modeling (SEM) plays an important role in business and social science and so do composites, that is, linear combinations of variables. However, existing approaches to integrate composites into structural equation models still have limitations. A major leap forward has been the Henseler–Ogasawara (H–O) specification, which for the first time allows for seamlessly integrating composites into structural equation models. In doing so, it relies on emergent variables, that is, the composite of interest, and one or more orthogonal excrescent variables, that is, composites that have no surplus meaning but just span the remaining space of the emergent variable's components. Although the H–O specification enables researchers to flexibly model composites in SEM, it comes along with several practical problems: (i) The H–O specification is difficult to visualize graphically; (ii) its complexity could create difficulties for analysts, and (iii) at times SEM software packages seem to encounter convergence issues with it. In this paper, we present a refinement of the original H–O specification that addresses these three problems. In this new specification, only two components load on each excrescent variable, whereas the excrescent variables are allowed to covary among themselves. This results in a simpler graphical visualization. Additionally, researchers facing convergence issues of the original H–O specification are provided with an alternative specification. Finally, we illustrate the new specification's application by means of an empirical example and provide guidance on how (standardized) weights including their standard errors can be calculated in the R package lavaan. The corresponding Mplus model syntax is provided in the Supplementary Material.
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在结构方程建模中指定复合材料:Henseler-Ogasawara规范的改进
结构方程建模(SEM)在商业和社会科学中发挥着重要作用,复合材料(即变量的线性组合)也发挥着重要作用。然而,现有的将复合材料整合到结构方程模型中的方法仍然存在局限性。Henseler-Ogasawara (H-O)规范是一个重大的飞跃,它首次允许将复合材料无缝集成到结构方程模型中。在这样做的过程中,它依赖于紧急变量,即感兴趣的组合,以及一个或多个正交的多余变量,即没有多余意义的组合,只是跨越了紧急变量组件的剩余空间。虽然H-O规范使研究人员能够灵活地在SEM中建模复合材料,但它也带来了几个实际问题:(i) H-O规范难以可视化;(ii)其复杂性可能会给分析师带来困难,(iii)有时SEM软件包似乎会遇到与之相关的收敛问题。在本文中,我们提出了对原始H-O规范的改进,以解决这三个问题。在这个新规范中,每个多余的变量只有两个分量,而多余的变量可以相互协变。这将产生更简单的图形可视化。此外,面对原始H-O规范的收敛问题的研究人员提供了一个替代规范。最后,我们通过一个实例说明了新规范的应用,并提供了如何在R包lavaan中计算(标准化)权重(包括其标准误差)的指导。相应的Mplus模型语法在补充材料中提供。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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