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dc.contributor.author김은주-
dc.date.accessioned2021-02-19T06:52:32Z-
dc.date.available2021-02-19T06:52:32Z-
dc.date.issued2019-12-
dc.identifier.citationJOURNAL OF STRUCTURAL ENGINEERING, v. 145, no. 12, article no. 04019152en_US
dc.identifier.issn0733-9445-
dc.identifier.issn1943-541X-
dc.identifier.urihttps://ascelibrary.org/doi/10.1061/%28ASCE%29ST.1943-541X.0002436-
dc.identifier.urihttps://repository.hanyang.ac.kr/handle/20.500.11754/158834-
dc.description.abstractThe continuous hybrid fire-simulation method proposed in this paper is a robust method that allows numerical models with a certain level of complexity to be used in a real-time hybrid fire simulation. Extrapolation and interpolation are used for continuously generating displacement commands during the simulation. The elastic deformation of the loading frame is compensated for during the continuous command generation. The stability issues relating to the stiffness of the loading system and the proposed error-compensation scheme are discussed in depth. A large-scale hybrid fire simulation was carried out to validate the proposed method. A steel moment-resisting frame with reduced beam section connections was selected for the validation test. One column of the selected structure was physically represented in the lab, and the rest of the structure was modeled numerically. The physical specimen was heated with a standard fire curve, with the temperature in the numerical model increasing following the numerical heat-transfer analysis result. A multiresolution numerical model was used as the numerical substructure. The test results confirmed the proposed method can accurately simulate the behavior of a structure subjected to high temperature and subsequent failure.en_US
dc.description.sponsorshipThe research is financially supported by a National Research Council of Science & Technology (NST) grant by the Korean government (MSIP) (No. CRC-16-02-KICT).en_US
dc.language.isoenen_US
dc.publisherASCE-AMER SOC CIVIL ENGINEERSen_US
dc.subjectHybrid simulationen_US
dc.subjectFire simulationen_US
dc.subjectStructural fire designen_US
dc.subjectContinuous real-time testingen_US
dc.titleContinuous Real-Time Hybrid Simulation Method for Structures Subject to Fireen_US
dc.typeArticleen_US
dc.relation.no12-
dc.relation.volume145-
dc.identifier.doi10.1061/(ASCE)ST.1943-541X.0002436-
dc.relation.page1-12-
dc.relation.journalJOURNAL OF STRUCTURAL ENGINEERING-
dc.contributor.googleauthorWang, Xuguang-
dc.contributor.googleauthorKim, Robin E.-
dc.contributor.googleauthorKwon, Oh-Sung-
dc.contributor.googleauthorYeo, In-Hwan-
dc.contributor.googleauthorAhn, Jae-Kwon-
dc.relation.code2019002551-
dc.sector.campusS-
dc.sector.daehakCOLLEGE OF ENGINEERING[S]-
dc.sector.departmentDEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING-
dc.identifier.pidrobinekim-
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COLLEGE OF ENGINEERING[S](공과대학) > CIVIL AND ENVIRONMENTAL ENGINEERING(건설환경공학과) > Articles
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