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dc.contributor.author김은주-
dc.date.accessioned2019-12-08T09:51:01Z-
dc.date.available2019-12-08T09:51:01Z-
dc.date.issued2018-06-
dc.identifier.citationJOURNAL OF STRUCTURAL ENGINEERING, v. 144, no. 8, Article no. 04018118en_US
dc.identifier.issn0733-9445-
dc.identifier.issn1943-541X-
dc.identifier.urihttps://ascelibrary.org/doi/10.1061/%28ASCE%29ST.1943-541X.0002113-
dc.identifier.urihttps://repository.hanyang.ac.kr/handle/20.500.11754/119082-
dc.description.abstractThis paper presents a hybrid fire simulation method for civil structures in which a critical element subject to fire is experimentally tested while the remaining structural system is numerically analyzed simultaneously. The proposed method is different from previous approaches in that it is fully validated with full-scale specimen subjected to high temperature and that it is an automated displacement controlled test with deformation error compensation. The two substructures (i.e.,an experimental model and a numerical model) are integrated through network to enforce displacement compatibility and force equilibrium. Then, the developed simulation method is applied to a fire simulation of a steel moment resisting frame where one of the columns is assumed to be under temperature load following ISO 834-11:2014 fire curve. The results show that the proposed hybrid simulation method can replicate the numerical prediction, and thus can be applied to more challenging structural systems such as the structural behavior under fire load, which is computationally difficult using numerical models.en_US
dc.description.sponsorshipThe research is financially supported by the Ontario Early Researcher Award and by the National Research Council of Science and Technology (NST) grant by the Korean government (MSIP) (No. CRC-16-02-KICT).en_US
dc.language.isoen_USen_US
dc.publisherASCE-AMER SOC CIVIL ENGINEERSen_US
dc.subjectHybrid simulationen_US
dc.subjectFire simulationen_US
dc.subjectStructural collapseen_US
dc.titleHybrid Simulation Method for a Structure Subjected to Fire and Its Application to a Steel Frameen_US
dc.typeArticleen_US
dc.relation.no8-
dc.relation.volume144-
dc.identifier.doi10.1061/(ASCE)ST.1943-541X.0002113-
dc.relation.page1-11-
dc.relation.journalJOURNAL OF STRUCTURAL ENGINEERING-
dc.contributor.googleauthorWang, Xuguang-
dc.contributor.googleauthorKim, Robin E.-
dc.contributor.googleauthorKwon, Oh-Sung-
dc.contributor.googleauthorYeo, Inhwan-
dc.relation.code2018002063-
dc.sector.campusS-
dc.sector.daehakCOLLEGE OF ENGINEERING[S]-
dc.sector.departmentDEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING-
dc.identifier.pidrobinekim-
Appears in Collections:
COLLEGE OF ENGINEERING[S](공과대학) > CIVIL AND ENVIRONMENTAL ENGINEERING(건설환경공학과) > Articles
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