1 |
Abaqus (2016) Abaqus Analysis User's Guide, Dassault Systems Simulia Corp.
|
2 |
Alogla, S., Kodur, V.K.R. (2018) Quantifying Transient Creep Effects on Fire Response of Reinforced Concrete Columns, Eng. Struct., 174, pp.885~895.
DOI
|
3 |
CEN (2004) EN. 1992-1-2 Eurocode 2 : Design of Concrete Structures - Part 1-2 : General Rules - Structural Fire Design, Europeon Committee for Standardization, Brussels.
|
4 |
Chinthapalli, H.K., Sharma, S., Agarwal, A. (2022) Fire Behavior and Modeling of Short RC Columns in Pure Axial Compression : Role of Volume, Configuration, and Spacing of Lateral Reinforcement, J. Struct. Eng.(United States), 148(1), 04021245, pp.885~895.
|
5 |
Gernay, T. (2019) Fire Resistance and Burnout Resistance of Reinforced Concrete Columns, Fire Safety J., 104, pp.67~78.
DOI
|
6 |
Hillerborg, A., Modeer, M., Petersson, P.E. (1976) Analysis of Crack Formation and Crack Growth in Concrete by Means of Fracture Mechanics and Finite Elements, Cem. & Concr. Res., 6(6), pp.773~781.
DOI
|
7 |
IBC (2021) International Building Code, International Code Council.
|
8 |
ISO (1975) ISO 834:1975 Fire Resistance Tests-Elements of Building Construction, International Organization for Standardization.
|
9 |
Lie, T.T., Woollerton, J.L. (1988) Fire Resistance of Reinforced Concrete Columns : Test Results, National Research Council Canada, Institute for Research in Construction, p.302
|
10 |
Tan, K.H., Nguyen, T.T. (2013) Experimental Behavior of Restrained Reinforced Concrete Columns Subjected to Equal Biaxial Bending at Elevated Temperatures, Eng. Struct., 56, pp.823~836.
DOI
|
11 |
Huang, Z.F., Tan, K.H. (2003) Rankine Approach for Fire Resistance of Axially-and-Flexurally Restrained Steel Columns, J. Constr. Steel Res., 59(12), pp.1553~1571.
DOI
|
12 |
Carreira, D.J., Chu, K.H. (1985) Stress-Strain Relationship for Plain Concrete in Compression, J. Am. Concr. Inst., 82(6), pp.797~804.
|
13 |
CEN (2005) EN. 1993-1-2 Eurocode 3 : Design of Steel Structures - Part 1-2 : General Rules - Structural Fire Design, Europeon Committee for Standardization, Brussels.
|
14 |
Espinos, A., Romero, M.L., Hospotaler, A. (2010) Advanced Model for Predicting the Fire Response of Concrete Filled Tubular Columns, J. Constr. Steel Res., 66(8-9), pp.1030~1046.
DOI
|