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contributor authorG. C. Horner
contributor authorW. D. Pilkey
date accessioned2017-05-08T23:05:28Z
date available2017-05-08T23:05:28Z
date copyrightApril, 1978
date issued1978
identifier issn1050-0472
identifier otherJMDEDB-27968#297_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/91409
description abstractThe Riccati transfer matrix method is a new technique for analyzing structural members. This new technique makes use of an existing large catalog of transfer matrices for various structural members such as rotating shafts. The numerical instability encountered when calculating high resonant frequencies, static response of a flexible member on a stiff foundation, or the response of a long member by the transfer matrix method is eliminated by the Riccati transfer matrix method. The computational time and storage requirements of the Riccati transfer matrix method are about half the values for the transfer matrix method. A rotating shaft analysis demonstrates the numerical accuracy of the method.
publisherThe American Society of Mechanical Engineers (ASME)
titleThe Riccati Transfer Matrix Method
typeJournal Paper
journal volume100
journal issue2
journal titleJournal of Mechanical Design
identifier doi10.1115/1.3453915
journal fristpage297
journal lastpage302
identifier eissn1528-9001
keywordsStructural elements (Construction)
keywordsFrequency AND Storage
treeJournal of Mechanical Design:;1978:;volume( 100 ):;issue: 002
contenttypeFulltext


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