1977
DOI: 10.1002/nme.1620110204
|View full text |Cite
|
Sign up to set email alerts
|

A Block–Stodola eigensolution technique for large algebraic systems with non‐symmetrical matrices

Abstract: SUMMARYA Block-Stodola eigensolution method is presented for large algebraic eigensystems of the form AU = ABU where A is real but non-symmetric. The steps in this method parallel those of a previous technique for the case when both A and B were real and symmetric. The essence of the technique is simultaneous iteration using a group of trial vectors instead of only one vwor as is the case in the classical Stodola-Vianello iteration method. The problem is then transformed into a subspace where a direct solution… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

1
12
0

Year Published

1979
1979
2016
2016

Publication Types

Select...
8

Relationship

0
8

Authors

Journals

citations
Cited by 43 publications
(13 citation statements)
references
References 20 publications
1
12
0
Order By: Relevance
“…For a given natural circular frequency ! however, it can be transformed equivalently into a standard form of eigenvalue equation as [25] …”
Section: Implementation Of the Gdq Methodsmentioning
confidence: 99%
“…For a given natural circular frequency ! however, it can be transformed equivalently into a standard form of eigenvalue equation as [25] …”
Section: Implementation Of the Gdq Methodsmentioning
confidence: 99%
“…For a given frequency ω, the Eq. (20) can be transformed equivalently into the following standard eigenvalue equation [43] 0…”
Section: Domain Partitioning Of the Acoustic Cavitymentioning
confidence: 99%
“…18 A number of auxiliary coordinates must be introduced and the n s second-order equations converted to an equivalent set of 2n s first-order equations. By defining the /7 5 -dimensional vector of auxiliary coordinates v s as the generalized velocity vector « 5 , v s = ii s (s= l,2,...,m), the first-order state equations for substructure s (s = 1,2,... ,ra) are obtained by taking variations of the modified bilinear functional L ms =\ L ms dt (7) where…”
Section: = -K Es U S -C Es II Smentioning
confidence: 99%