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      KCI등재 SCIE SCOPUS

      Fire Resistances of Restrained Steel Beams Subjected to Fire Loads

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      https://www.riss.kr/link?id=A105480525

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      다국어 초록 (Multilingual Abstract)

      Conventional fire loads and fire resistances of a steel beam still lack an adequate correlation. This paper has established therelationship between the responses of restrained steel beams and fire actions by using a new definition of fire resistances ...

      Conventional fire loads and fire resistances of a steel beam still lack an adequate correlation. This paper has established therelationship between the responses of restrained steel beams and fire actions by using a new definition of fire resistances and a newexpression of fire loads. By using reduction factors of elastic modulus and yield strengths, has presented three critical equations topredict the limit state of a restrained steel beam in a fire. Based on these equations and the heat transfer formula, the paper provided anew definition of fire resistances. By using the heat release rate and effective rate coefficient of thermal absorption, a new expressionof fire loads has been argued. Compared with tests, the proposed approach in this paper is in good agreement with the measuredvalues in tests. The results show that the new fire resistances could be able to reflect the facts of heat transfers and duration time. Incontrast to conventional fire loads, the new fire loads are more efficient to indicate a fire load.

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      참고문헌 (Reference)

      1 "The Cardington and Broadgate Fires"

      2 Wald, F., "Temperature of the header plate connection subject to a natural fire" 98-103, 2007

      3 Tan, K., "Structural responses of axially restrained steel beams with semirigid moment connection in fire" American Society of Civil Engineers 131 (131): 541-451, 2005

      4 Yii, E. H., "Simulating the effects of fuel type and geometry on post-flashover fire temperatures" 41 (41): 62-75, 2006

      5 Morandini, F., "Radiant, convective and heat release characterization of vegetation fire" 70 : 83-91, 2013

      6 Ahn, J. K., "Prediction of fire resistance of steel beams with considering structural and thermal parameters" 56 : 65-73, 2013

      7 Selamet, S., "Predicting the maximum compressive beam axial force during fire considering local buckling" 71 : 189-201, 2012

      8 Cheng, X. D., "Numerical study on temperature distribution of structural components exposed to travelling fire" 71 : 166-172, 2014

      9 Li, G. Q., "Non-Linear finite element analysis of axially restrained steel beams at elevated temperatures in a fire" 63 (63): 1175-1183, 2007

      10 Kodur, V. K. R., "Modelling the response of composite beam-slab assemblies exposed to fire" 80 : 163-173, 2013

      1 "The Cardington and Broadgate Fires"

      2 Wald, F., "Temperature of the header plate connection subject to a natural fire" 98-103, 2007

      3 Tan, K., "Structural responses of axially restrained steel beams with semirigid moment connection in fire" American Society of Civil Engineers 131 (131): 541-451, 2005

      4 Yii, E. H., "Simulating the effects of fuel type and geometry on post-flashover fire temperatures" 41 (41): 62-75, 2006

      5 Morandini, F., "Radiant, convective and heat release characterization of vegetation fire" 70 : 83-91, 2013

      6 Ahn, J. K., "Prediction of fire resistance of steel beams with considering structural and thermal parameters" 56 : 65-73, 2013

      7 Selamet, S., "Predicting the maximum compressive beam axial force during fire considering local buckling" 71 : 189-201, 2012

      8 Cheng, X. D., "Numerical study on temperature distribution of structural components exposed to travelling fire" 71 : 166-172, 2014

      9 Li, G. Q., "Non-Linear finite element analysis of axially restrained steel beams at elevated temperatures in a fire" 63 (63): 1175-1183, 2007

      10 Kodur, V. K. R., "Modelling the response of composite beam-slab assemblies exposed to fire" 80 : 163-173, 2013

      11 Jiang, J., "Fire safety assessment of super tall buildings: A case study on Shanghai Tower" 4 : 28-38, 2015

      12 NIST, "Final Report on the Collapse of World Trade Center Building 7, Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST NCSTAR 1A" 2008

      13 Liu, T. C. H., "Experimental investigation of behaviour of axially restrained steel beams in fire" 58 (58): 1211-1230, 2002

      14 Wald, F., "Experimental behaviour of a steel structure under natural fire" 41 (41): 509-522, 2006

      15 Li, G. Q., "Experiment on restrained steel beams subjected to heating and cooling" 64 (64): 268-274, 2008

      16 European Committee for Standardization (CEN), "Eurocode 3:Design of Steel structures, Part 1-2:general Rules-Structural Fire Design, EN1993-1-2"

      17 Heidarpour, A., "Elastic behaviour of panel zone in steel moment resisting frames at elevated temperatures" 65 (65): 489-496, 2009

      18 Spyrou, S., "Displacement measurement in studies of steel T-Stub connections" 57 (57): 649-461, 2001

      19 Yang, D., "Comparison of FDS Predictions by different combustion models with measured data for enclosure fires" 45 (45): 298-313, 2010

      20 Guo, Z., "Behaviour of restrained steel beam with reduced beam section exposed to fire" 122 : 434-444, 2016

      21 Valencia, B., "Analysis of principal gas products during combustion of polyether polyurethane foam at different irradiance levels" 44 (44): 933-940, 2009

      22 Yin, Y. Z., "Analysis of catenary action in steel beams using a simplified hand calculation method, Part 2: Validation for non-uniform temperature distribution" 61 (61): 213-234, 2005

      23 Yin, Y. Z., "Analysis of catenary action in steel beams using a simplified hand calculation method, Part 1: Theory and validation for uniform temperature distribution" 61 (61): 183-211, 2005

      24 Bailey, C. G., "Analyses of the effects of cooling and fire spread on steel-framed buildings" 26 (26): 273-293, 1996

      25 Dai, X. H., "An experimental study of structural behaviour of joints in restrained steel frames in fires, applications of structural fire engineering" 350-355, 2009

      26 Quan, G., "An analytical approach to modelling shear panels in steel beams at elevated temperatures" 85 : 73-82, 2015

      27 American Institute of Steel Construction, Inc. (AISC), "AISC 360-05 Specification for Structural Steel Buildings" 2005

      28 Dwaikat, M. M. S., "A performance based methodology for fire design of restrained steel beams" 67 (67): 510-524, 2011

      29 Yin, Y. Z., "A numerical study of large deflection behaviour of restrained steel beams at elevated temperatures" 60 (60): 1029-1047, 2004

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      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-27 학술지명변경 한글명 : 대한토목학회 영문논문집 -> KSCE Journal of Civil Engineering KCI등재
      2005-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2004-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2002-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.59 0.12 0.49
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.42 0.39 0.286 0.06
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