JKCI
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the Korea Concrete Institute
KCI
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ISSN : 1229-5515 (Print)
ISSN : 2234-2842 (Online)
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Journal of the Korea Concrete Institute
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J Korea Concr Inst.
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2023-06
(Vol.35 No.3)
10.4334/JKCI.2023.35.3.277
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REF
References
1
Abaqus (2016) Abaqus Analysis User’s Guide. RI, USA: DS SI MULIA Corp.
2
Albero, V., Espinos, A., Romero, M. L., Hospitaler, A., Bihina, G., and Renaud, C. (2016) Proposal of a New Method in EN 1994-1-2 for the Fire Design of Concrete-filled Steel Tubular Columns. Engineering Structures 128, 237-255.
3
Caldas, R. B., Sousa, J. B. M., and Fakury, R. H. (2010) Interaction Diagrams for Reinforced Concrete Sections Subjected to Fire. Engineering Structures 32, 2832-2838.
4
Carreira, D. J., and Chu, K. H. (1985) Stress-Strain Relationship for Plain Concrete in Compression, Journal of the American Concrete Institute 82(6), 797-804.
5
CEN (2004) Eurocode 2: Design of Concrete Structures - Part 1-2 : General Rules - Structural Fire Design (EN. 1992-1-2: 2004). London, UK: European Committee for Standardization (CEN), British Standards Institute (BSI).
6
CEN (2005) Eurocode 3: Design of Steel Structures - Part 1-2: General Rules - Structural Fire Design (EN. 1993-1-2: 2005). London, UK: European Committee for Standardization (CEN), British Standards Institute (BSI).
7
Chabot, M., and Lie, T. T. (1992) Experimental Studies on the Fire Resistance of Hollow Steel Columns Filled with Bar- Reinforced Concrete. National Council Canada, Institute for Research in Construction. No. 628.
8
Chung, K. S., Park, S. H., and Choi, S. M. (2009) Fire Resistance of Concrete Filled Square Steel Tube Columns Subjected to Eccentric Axial Load. Steel Structures 9, 69-76.
9
Espinos, A., Romero, M. L., and Hospitaler, A. (2010) Advanced Model for Predicting the Fire Response of Concrete Filled Tubular Columns. Journal of Constructional Steel Research 66, 1030-1046.
10
Hong, S. D., and Varma, A. H. (2009) Analytical Modeling of the Standard Fire Behavior of Loaded CFT Columns. Journal of Constructional Steel Research 65, 54-69.
11
ISO/TC 92 (1975) Fire Resistance Tests-Elements of Building Construction (ISO 834:1975). Geneva, Switzerland: International Organization for Standardization (ISO).
12
Lee, J. H., and Kim, H. S. (2022) Finite Element Analysis of Slender Reinforced Concrete Columns Subjected to Eccentric Axial Loads and Elevated Temperature. Journal of Computational Structural Engineering Institute of Korea 35(3), 161-168. (In Korean)
13
Lie, T. T., and Chabot, M. (1992) Experimental Studies on the Fire Resistance of Hollow Steel Columns Filled with Plain Concrete. National Council Canada, Institute for Research in Construction. No. 611.
14
Meda, A., Gambarova, P. G., and Bonomi, M. (2002) High- Performance Concrete in Fire-Exposed Reinforced Concrete Sections. ACI Structural Journal 99, 277-287.
15
Moliner, V., Espinos, A., Romero, M. L., and Hospitaler, A. (2013) Fire Behavior of Eccentrically Loaded Slender High Strength Concrete-Filled Tubular Columns. Journal of Constructional Steel Research 83, 137-146.
