完整後設資料紀錄
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dc.contributor.authorChen, JFen_US
dc.contributor.authorPao, YHen_US
dc.date.accessioned2014-12-08T15:40:48Z-
dc.date.available2014-12-08T15:40:48Z-
dc.date.issued2003-06-01en_US
dc.identifier.issn0001-1452en_US
dc.identifier.urihttp://hdl.handle.net/11536/27816-
dc.description.abstractWe reexamine the approximations for amplitude vectors of steady-state waves in framed structures as reported previously by Pao et al. (Pao, Y. H., Howard, S. M., and Keh, D. C., "Dynamic Response and Wave Propagation in Plane Trusses and Frames," AIAA Journal, Vol. 37, No. 5, 1999, pp. 594-603). The arrival and departure wave vectors have been determined exactly in the reverberation-ray matrix from the joint condition of the structure and the phase relation between them within each member. In the approximations the departure vector is obtained by truncating an infinite power series of reverberation-ray matrix to a polynomial of N degree. The arrival vector is given by another polynomial of N degree if it is calculated from the phase relation as in a previous paper, but by polynomials of (N - 1) degree if calculated from the joint conditions as in this study. The newly found set of approximation is preferred to the previous one as it satisfies the causal condition as well as the joint conditions in successive orders of approximation. The differences between these two solutions are, however, very small numerically for large orders of N.en_US
dc.language.isoen_USen_US
dc.titleEffects of causality and joint conditions on method of reverberation-ray matrixen_US
dc.typeArticleen_US
dc.identifier.journalAIAA JOURNALen_US
dc.citation.volume41en_US
dc.citation.issue6en_US
dc.citation.spage1138en_US
dc.citation.epage1142en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000183246900018-
dc.citation.woscount20-
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