1 |
Architectural Institute of Japan (AIJ) (1999), "Recommendations for Fire Resistance Design of Steel Structures".
|
2 |
American Institute of Steel Construction (AISC) (2005), "Specification for Structural Steel Buildings", Chicago, Il, USA.
|
3 |
Bwalya, A. (2008), "An overview of design fires for building compartments", Fire Technology, 44(2), 167-184.
DOI
ScienceOn
|
4 |
BSI, BS 5950: Part8 (1990), "Structural Use of Steelwork in Buildings".
|
5 |
Buchanan, A. H. (1994), "Fire Engineering Design Guide".
|
6 |
CEN, Eurocode 3 (1995), "Design of Steel Structures Part 1.2: General Rules Structural fire design".
|
7 |
DETR (2000), "The Building Regulations 1991, Fire Safety, Approved Document B".
|
8 |
ISO TC92/SC4, WG12 (2009), "Structures in fire".
|
9 |
Korean Ministry of Construction and Transportation (2005). "Korean Building Codes".
|
10 |
Korean Ministry of Construction and Transportation (2002), "Development of Fire Engineering Technique".
|
11 |
Korean Standard Association, KS D 0026 (2002), "Method of elevated temperature tensile test for steels and heat-resisting alloys".
|
12 |
Korean Standard Association, KS B 0802 (2003), "Method of tensile test for metallic materials".
|
13 |
Korean Standard Association, KS F 2257-1 (2005), "Methods of fire resistance test for elements of building construction-general requirements".
|
14 |
Korean Standard Association, KS F 2257-7 (2005), "Methods of fire resistance test for elements of building construction-beam, column".
|
15 |
Kwon, I.K. (2009), "Development of Analytic Program for Calculation of Fire Resistant Performance on Steel Structures", Journal of Korean architectural institute, 21, 201-208.
|
16 |
Outinen, J. and Makelainen, P. (2004), "Mechanical properties of structural steel at elevated temperature and cooling down", Fire and Materials, 28(2-4), 237-251.
DOI
|
17 |
Park, S.Y., Park, W.S. Kim, H.Y. and Hong, G.P. (2010), "Study on the Analytical Method for Fire Resistance Calculation of Asymmetric Slim floor Beam", J. of Korean Institute of Fire Sci. & Eng., 24, 31-37.
|
18 |
Research Industry of Science & Technology (2004), "Development of fire engineering technique of structural steels (III)".
|
19 |
Richard Liew, J.Y. and Ma, K.Y. (2004), "Advanced analysis of 3D steelwork exposed to compartment fire", Fire and Materials, 28(2-4), 253-267.
DOI
|
20 |
Saab, H.A. and Nethercot, D.A. (1991), "Modelling steel frame behavior under fire conditions", J. Eng. Struct., 13(4), 371-382.
DOI
ScienceOn
|
21 |
SBI (1976), "Fire Engineering Design of Steel Structures".
|
22 |
Standards New Zealand, NZS3404: Part1:1997 (1998), "Steel Structures Standard".
|
23 |
Usmani, A., Roben, C. and Al-Remal, A. (2009), "A Very Simple Method for Assessing Tall Building Safety in Major Fires", Journal of Steel Structures, 9(1), 17-28.
DOI
ScienceOn
|
24 |
Wang, Y.C., Lennon, T. and Moore, D.B. (1995), "The behavior of steel frame subject to fire", Journal of Constructional Steel Research, 35, 291-322.
DOI
ScienceOn
|
25 |
Wong, M.B. (2005), "Modelling of axial restraints for limiting temperature calculation of steel members in fire", Journal of Construction Steel Research, 61(5), 675-687.
DOI
ScienceOn
|
26 |
Wong, M.B. (2006), "Effect of Torsion on Limiting Temperature of Steel Structures in Fire", J. Struct. Eng., 132(5), 726-732.
DOI
ScienceOn
|
27 |
Zalok, E., Hadjisophocleous, G.V. and Mehaffey, J.R. (2009), "Fire loads in commercial premies", Fire and Materials, 33, 63-78.
DOI
ScienceOn
|