1 |
I. K. Kwon, "Study on Fire Resistance According to Load Ratio for Composite Structural Elements Filled with Concrete", Journal of Architectural Institute of Korea, Vol. 26, No. 6, pp. 69-76 (2010).
과학기술학회마을
|
2 |
I. H. Yeo, "A Proposal for Load Ratio of Reinforced Concrete Column Subjected to Standard Fire", University of Seoul (2012).
|
3 |
S. H. Park, K. C. Song, K. S. Jung, H. Y. Kim, Y. I. Won and S. M. Choi, "Effect of Thermal Properties of Structural Materials on the Fire Resistance of Concrete-Filled Steel Tube Column under Constant Axial Loads", Journal of Architectural Institute of Korea, Vol. 28, No. 1, pp. 325-328 (2008).
|
4 |
K. J. Hwang and S. K. Yoon, "Determination of the Fire Protection Thickness of CFT Column Using Heat Transfer Analysis", Journal of Architectural Institute of Korea, Vol. 29, No. 6, pp. 65-72 (2013).
|
5 |
EUROCODE 3, Design of Steel Structures - Part 1.2 General actions - Actions on structures exposed to fire (2002).
|
6 |
EUROCODE 4, Design of Composite Steel and Concrete -Part 1.2 General rules - Structural fire design (2005).
|
7 |
Korean Standards Association, KS F 2257-1 : Methods fire resistance test for elements of building construction -General requirements (2005).
|
8 |
Korean Standards Association, KS F 2257-7 : Methods fire resistance test for elements of building construction -Specific requirements for columns (2006).
|
9 |
ABAQUS/CAE User's Manual Version 6.5, Hibit, Karlsson & Sorensen, lnc (2005).
|
10 |
ABAQUS/CAE Analysis User's Manual Version 6.5, Hibit, Karlsson & Sorensen, lnc (2005).
|
11 |
ABAQUS/CAE Theory Manual Version 6.5, Hibit, Karlsson & Sorensen, lnc (2005).
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