2006
DOI: 10.1007/s11336-003-1136-b
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Rotation to Simple Loadings Using Component Loss Functions: The Oblique Case

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Cited by 78 publications
(89 citation statements)
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References 13 publications
(19 reference statements)
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“…CLF has been used in EFA analysis, see for example Jennrich (2006) and it is used similarly here. One good choice for the CLF is…”
Section: The Alignment Methodsmentioning
confidence: 99%
“…CLF has been used in EFA analysis, see for example Jennrich (2006) and it is used similarly here. One good choice for the CLF is…”
Section: The Alignment Methodsmentioning
confidence: 99%
“…As suggested by their name, they count the variables, close to certain hyperplane, and then try to maximize their number. Recently the rationale behind these methods inspired the introduction of a class of rotation criteria called component loss functions (CLF) (Jennrich, 2004(Jennrich, , 2006. The most intriguing of them is given by the 1 matrix norm of the rotated loadings, defined for any p × r matrix A as A 1 = p i r j |a i j |.…”
Section: Rotated Component Loadingsmentioning
confidence: 99%
“…The orthogonal CLF simple structure rotation (2) does not always produce satisfying results. For this reason, the oblique CLF is usually applied instead (Jennrich, 2006). It is defined as…”
Section: Rotated Component Loadingsmentioning
confidence: 99%
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“…For orthogonal rotations, the raw varimax (Kaiser, 1958) and the linear component loss (Jennrich, 2006) criteria were used. For oblique rotations, the quartimin (Carroll, 1953) Jennrich (2006) proposed a modification for component loss functions (e.g., linear) that are not differentiable at λ ij = 0. The modified loss function is differentiable and continuous at all points.…”
Section: Numerical Comparisonsmentioning
confidence: 99%