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Full operator algorithm for hybrid simulation

dc.contributor.authorHung, Chung-Chanen_US
dc.contributor.authorEl-Tawil, Sherifen_US
dc.date.accessioned2009-11-06T16:49:24Z
dc.date.available2010-03-01T21:10:29Zen_US
dc.date.issued2009-10-25en_US
dc.identifier.citationHung, Chung-Chan; El-Tawil, Sherif (2009). "Full operator algorithm for hybrid simulation." Earthquake Engineering & Structural Dynamics 38(13): 1545-1561. <http://hdl.handle.net/2027.42/64318>en_US
dc.identifier.issn0098-8847en_US
dc.identifier.issn1096-9845en_US
dc.identifier.urihttps://hdl.handle.net/2027.42/64318
dc.description.abstractOne of the weaknesses of the operator splitting method (OSM) is that its corrector step employs the approximation that incremental forces are linearly related to the tested structure's initial stiffness matrix. This paper presents a new predictor–corrector technique in which the assumptions about the tested structure's response are shifted to the predictor step, which results in an enhancement in overall simulation accuracy, especially for nonlinear structures. Unlike OSM, which splits the displacement and velocity operators into explicit and implicit terms, the new method uses predicted accelerations to compute fully explicit displacement and velocity values in the predictor step. Another advantage of the proposed technique, termed the full operator method (FOM) is that its formulation makes it suitable for both quasi-static and real-time hybrid simulation. The effectiveness of FOM is first evaluated by investigating error propagation in an undamped single degree-of-freedom model. It is shown that the corrector step in FOM is able to significantly suppress aberrant simulation results caused by incorrect estimation of the structure's stiffness matrix. The performance of FOM is demonstrated by exercising two additional models, which exhibit significant inelastic behavior under the prescribed excitation. The simulation results show that the proposed FOM algorithm is capable of producing accurate solutions and that the corrector step is influential in effectively reducing simulation errors. It is also shown that FOM suppresses actuator displacement control errors because of its reliance on measured quantities in the corrector step. Copyright © 2009 John Wiley & Sons, Ltd.en_US
dc.format.extent432911 bytes
dc.format.extent3118 bytes
dc.format.mimetypeapplication/pdf
dc.format.mimetypetext/plain
dc.publisherJohn Wiley & Sons, Ltd.en_US
dc.subject.otherEngineeringen_US
dc.subject.otherCivil and Mechanical Engineeringen_US
dc.titleFull operator algorithm for hybrid simulationen_US
dc.typeArticleen_US
dc.rights.robotsIndexNoFollowen_US
dc.subject.hlbsecondlevelCivil and Environmental Engineeringen_US
dc.subject.hlbtoplevelEngineeringen_US
dc.description.peerreviewedPeer Revieweden_US
dc.contributor.affiliationumDepartment of Civil and Environmental Engineering, University of Michigan, Ann Arbor, MI 48109-2125, U.S.A.en_US
dc.contributor.affiliationumDepartment of Civil and Environmental Engineering, University of Michigan, Ann Arbor, MI 48109-2125, U.S.A. ; Professor. ; Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, MI 48109-2125, U.S.A.en_US
dc.description.bitstreamurlhttp://deepblue.lib.umich.edu/bitstream/2027.42/64318/1/921_ftp.pdf
dc.identifier.doi10.1002/eqe.921en_US
dc.identifier.sourceEarthquake Engineering & Structural Dynamicsen_US
dc.owningcollnameInterdisciplinary and Peer-Reviewed


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