完整后设资料纪录
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dc.contributor.authorWang, YPen_US
dc.contributor.authorLee, CLen_US
dc.contributor.authorYo, THen_US
dc.date.accessioned2014-12-08T15:44:20Z-
dc.date.available2014-12-08T15:44:20Z-
dc.date.issued2001-01-01en_US
dc.identifier.issn0098-8847en_US
dc.identifier.urihttp://hdl.handle.net/11536/29941-
dc.identifier.urihttp://dx.doi.org/10.1002/1096-9845(200101)30:1<59en_US
dc.description.abstractThe existing on-line numerical integration algorithms are derived from the Newmark method, which is based on an approximation of derivatives in the differential equation. The state-space procedure (SSP), based on an interpolation of the discrete excitation signals for piecewise convolution integral, has been confirmed as more reliable than the Newmark method in terms of numerical accuracy and stability. In an attempt to enhance the pseudodynamic test, this study presents an on-line integration algorithm (referred to as the OS-SSP method) via an integration of the state-space procedure with Nakashima's operator-splitting concept. Numerical stability and accuracy assessment of the proposed algorithm in addition to the explicit Newmark method and the OS method were investigated via an eigenvalue, frequency-domain and time-domain analysis. Of the on-line integration algorithms investigated, the OS-SSP method is demonstrated as the most accurate method with an acceptable stability (although not unconditionally stable) characteristic. Therefore, the OS-SSP method is the most desirable method for pseudodynamic testing if the numerical stability criterion (Deltat/T less than or equal to 0.5) is ensured for every vibration mode involved. Copyright (C) 2001 John Wiley & Sons, Ltd.en_US
dc.language.isoen_USen_US
dc.subjectstate spaceen_US
dc.subjectpseudodynamic testingen_US
dc.subjectearthquakeen_US
dc.subjecton-line integrationen_US
dc.titleModified state-space procedures for pseudodynamic testingen_US
dc.typeArticleen_US
dc.identifier.doi10.1002/1096-9845(200101)30:1<59en_US
dc.identifier.journalEARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICSen_US
dc.citation.volume30en_US
dc.citation.issue1en_US
dc.citation.spage59en_US
dc.citation.epage80en_US
dc.contributor.department土木工程学系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000166102500004-
dc.citation.woscount8-
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