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dc.contributor.author조영상-
dc.date.accessioned2020-10-27T02:29:25Z-
dc.date.available2020-10-27T02:29:25Z-
dc.date.issued2003-02-
dc.identifier.citationEarthquake Engineering and Structural Dynamics V.32, No.2, Page.329-337en_US
dc.identifier.issn00988847-
dc.identifier.urihttps://onlinelibrary.wiley.com/doi/abs/10.1002%2Feqe.234?-
dc.identifier.urihttps://repository.hanyang.ac.kr/handle/20.500.11754/154976-
dc.description.abstractDynamic equilibrium equations of structural systems with non-proportional damping are coupled through the damping terms. Such coupling invalidates application of the classical modal superposition method. In this paper, a mode-superposition pseudo-force method is proposed. The Coupled equilibrium equations are solved by an iterative process in which the coupling terms are treated as pseudo-forces, A scale factor for each mode of the system is obtained by optimizing the iteration convergence. Through these uniquely solved scale factors. the modified modal equations not only converge much faster but also yield results with higher accuracy. A proof of the convergence of the iterative process is also presented. Copyright (C) 2002 John Wiley Sons, Ltd.en_US
dc.language.isoen_USen_US
dc.publisherJOHN WILEY & SONS LTDen_US
dc.subjectCoupling systemen_US
dc.subjectIterative methoden_US
dc.subjectNon-proportional dampingen_US
dc.subjectPseudo-forceen_US
dc.subjectSeismic structural analysisen_US
dc.titleA pseudo-force iterative method with separate scale factors for dynamic analysis of structures with non-proportional dampingen_US
dc.typeArticleen_US
dc.identifier.doi10.1002/eqe.234-
dc.relation.journalEARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS-
dc.contributor.googleauthorLin, F.-B-
dc.contributor.googleauthorWang, Y.-K-
dc.contributor.googleauthorCho, Y.S-
dc.relation.code2009202689-
dc.sector.campusE-
dc.sector.daehakCOLLEGE OF ENGINEERING SCIENCES[E]-
dc.sector.departmentDIVISION OF ARCHITECTURE-
dc.identifier.pidycho-
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COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > ARCHITECTURE(건축학부) > Articles
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