Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/103409
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dc.contributorDepartment of Building and Real Estate-
dc.creatorKe, Ken_US
dc.creatorZhao, Qen_US
dc.creatorYam, MCHen_US
dc.creatorKe, Sen_US
dc.date.accessioned2023-12-11T00:33:44Z-
dc.date.available2023-12-11T00:33:44Z-
dc.identifier.issn0267-7261en_US
dc.identifier.urihttp://hdl.handle.net/10397/103409-
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.rights© 2017 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2017. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.rightsThe following publication Ke, K., Zhao, Q., Yam, M. C., & Ke, S. (2018). Energy factors of trilinear SDOF systems representing damage-control buildings with energy dissipation fuses subjected to near-fault earthquakes. Soil Dynamics and Earthquake Engineering, 107, 20-34 is available at https://doi.org/10.1016/j.soildyn.2017.12.023.en_US
dc.subjectDamage-controlen_US
dc.subjectEnergy dissipation fuseen_US
dc.subjectEnergy factoren_US
dc.subjectNear-fault earthquakeen_US
dc.subjectTrilinear systemsen_US
dc.titleEnergy factors of trilinear SDOF systems representing damage-control buildings with energy dissipation fuses subjected to near-fault earthquakesen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage20en_US
dc.identifier.epage34en_US
dc.identifier.volume107en_US
dc.identifier.doi10.1016/j.soildyn.2017.12.023en_US
dcterms.abstractThis paper presents the energy factor of trilinear single-degree-of-freedom (SDOF) systems representing low-to-medium rise damage-control buildings equipped with energy dissipation fuses under near-fault earthquake ground motions, and the focus is given to the ultimate stage of the systems. The hysteretic behaviour of a damage-control building structure with energy dissipation fuses is firstly idealised by the trilinear kinematic model, and the rationality of the trilinear idealisation is validated by the test result of a representative damage-control structure. Subsequently, the hysteretic law is assigned to SDOF systems and the seismic demand of the systems quantified by the energy factor is examined through extensive nonlinear dynamic analyses with an ensemble of near-fault earthquake ground motions as input excitations. Based on the statistical investigations of more than twenty-one (21) million inelastic spectral analyses of SDOF systems subjected to ground motions, the effect of the post-yielding stiffness ratios and the corresponding inelastic deformation range of the multiple yielding stages on the energy factor of the trilinear SDOF systems are examined in detail, and the corresponding empirical expressions for quantifying the energy factor demand are also developed. The observations of this work show that the energy factor of trilinear SDOF systems subjected to near-fault earthquake ground motions is appreciably influenced by the hysteretic parameters in multiple yielding stages, and engineers have sufficient flexibility to modulate the seismic energy balance of the system by adjusting these influential parameters. The proposed empirical expressions offer a practical tool for estimating the energy factor of a low-to-medium rise damage-control buildings equipped with energy dissipation fuses subjected to near-fault ground motions in the preliminary design phase.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationSoil dynamics and earthquake engineering, Apr. 2018, v. 107, p. 20-34en_US
dcterms.isPartOfSoil dynamics and earthquake engineeringen_US
dcterms.issued2018-04-
dc.identifier.scopus2-s2.0-85044669168-
dc.identifier.eissn1879-341Xen_US
dc.description.validate202312 bcch-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberBRE-0792-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextFundamental Research Funds for the Central Universities of China; National Natural Science Foundation of Chinaen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS6831613-
dc.description.oaCategoryGreen (AAM)en_US
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