2,410
Views
58
CrossRef citations to date
0
Altmetric
Original Articles

Structural Equation Models of Latent Interactions: An Appropriate Standardized Solution and Its Scale-Free Properties

, &
Pages 1-22 | Published online: 25 Feb 2010
 

Abstract

Standardized parameter estimates are routinely used to summarize the results of multiple regression models of manifest variables and structural equation models of latent variables, because they facilitate interpretation. Although the typical standardization of interaction terms is not appropriate for multiple regression models, straightforward alternatives are well known (CitationAiken & West, 1991; CitationFriedrich, 1982). Whereas the analogous problem exists for the estimation of latent interactions in structural equation modeling (SEM), the problem is more complex and apparently has not been resolved. Here we demonstrate that the appropriate “standardized” parameter estimates are easily formulated from parameter estimates routinely available from existing SEM software packages. Some properties of the appropriate “standardized” solution are mathematically derived, including the demonstration that the main and interaction effects are scale-free, as are the factor loadings. These desirable properties of the standardized solution are illustrated with a simulation data set using the unconstrained approach (CitationMarsh, Wen, & Hau, 2004) to estimating latent interactions. These results support the use of the appropriate “standardized” solutions in interpreting and comparing SEM estimates of latent interactions.

Notes

1As in many other statistical models, there are Bayesian approaches and non-Bayesian approaches in estimating latent interaction models. Although well developed (e.g., CitationArminger & Muthén, 1998; CitationLee et al., 2004), Bayesian approaches and their calculation algorithms are relatively difficult for applied researchers and thus, although available in the special WinBUGS software, these approaches have not been adopted for the most popular commercial SEM software.

2This linear constraint comes from κ3 = E1ξ2) = cov(ξ1, ξ2) = Φ21 and could help model convergence, but is not absolutely necessary for the unconstrained approach (see CitationMarsh et al., 2004).

3For general bootstrap sampling, different sizes of the resamples are sometimes used. For our purpose of standard error calculation, each bootstrap sample has the same size as the original sample.

Log in via your institution

Log in to Taylor & Francis Online

PDF download + Online access

  • 48 hours access to article PDF & online version
  • Article PDF can be downloaded
  • Article PDF can be printed
USD 53.00 Add to cart

Issue Purchase

  • 30 days online access to complete issue
  • Article PDFs can be downloaded
  • Article PDFs can be printed
USD 412.00 Add to cart

* Local tax will be added as applicable

Related Research

People also read lists articles that other readers of this article have read.

Recommended articles lists articles that we recommend and is powered by our AI driven recommendation engine.

Cited by lists all citing articles based on Crossref citations.
Articles with the Crossref icon will open in a new tab.