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  <controlfield tag="008">260224s2016    xxu                 ing  </controlfield>
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    <subfield code="a">Ingl&#xE9;s</subfield>
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    <subfield code="a">Simulation Methodology for Coupled Fire-Structure Analysis</subfield>
    <subfield code="b">Modeling Localized Fire Tests on a Steel Column</subfield>
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    <subfield code="c">ene. 2016</subfield>
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    <subfield code="a">25/07/2016 ; 25/07/2016</subfield>
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    <subfield code="a">23 p. ; 239-262</subfield>
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    <subfield code="a">Transcripci&#xF3;n del res&#xFA;men realizada por el autor: Advanced simulation methods are needed to predict the complex behavior of structures exposed to realistic fires. Fire dynamics simulator (FDS) is a computational fluid dynamics code, developed by NIST for fire related simulations. In recent years, there has been an increase in use of FDS for performance-based analysis in the area of structural fire research. This paper discusses the FDS&amp;#x96;finite element method (FEM) simulation methodology for structural fire analysis. The general methodology is described and a validation study is presented. A data element used to transfer data from FDS to FEM codes, the adiabatic surface temperature, is discussed. A tool named fire-thermomechanical interface is applied to transfer data from FDS to ANSYS. A high temperature stress&amp;#x96;strain model for structural steel developed by NIST is included in the FEM analysis. Compared to experimental results, the FDS&amp;#x96;FEM method predicted both the thermal and structural responses of a steel column in a localized fire test. The column buckling time was predicted with a maximum error of 7.8%. Based on these results, this methodology has potential to be used in performance-based analysis.</subfield>
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    <subfield code="a">Zhang, Chao</subfield>
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    <subfield code="a">Silva, Julio G.</subfield>
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    <subfield code="a">Weinschenk, Craig</subfield>
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    <subfield code="a">Kamikawa, Daisuke</subfield>
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    <subfield code="a">Hasemi, Yuji</subfield>
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    <subfield code="d">2026-03-06</subfield>
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    <subfield code="r">2026-03-06 00:19:49</subfield>
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