참고문헌
- CEN, "Eurocode 3: Design of Steel Structures, Part 1, 2: General Rules Structural Fire Design", CEN, Brussel (1995).
- BSI, "BS 5950:Part8: Structural Use of Steel Work in Building", U.K. (1990).
- SNZ, "NZS 3404: Part 1: Steel Structures Standard", Wellington (1997).
- L. Twilt, "Strength and Deformation Properties of Steel at Elevated Temperature; Some Practical Implications", Fire Safety Journal, Vol. 13, No. 1, pp. 9-15 (1988). https://doi.org/10.1016/0379-7112(88)90028-8
- G. M. E. Cooke, "An Introduction to the Mechanical Properties of Structural Steel at Elevated Temperatures", Fire Safety Journal, Vol. 13, No. 1, pp. 45-54 (1988). https://doi.org/10.1016/0379-7112(88)90032-X
- J. Outinen and P. Makelainen, "Mechanical Properties of Structural Steel at Elevated Temperatures and after Cooling Down", Fire and Materials, Vol. 28, No. 2-4, pp. 237-251 (2004) https://doi.org/10.1002/fam.849
- J. Chen and B. Young, "Experimental Investigation of Cold-formed Steel Materials at Elevated Temperatures", Thin-Walled Structures, Vol. 45, No. 1, pp. 96-110 (2007). https://doi.org/10.1016/j.tws.2006.11.003
- J. Brnic, M. Canadija, G. Turkalj and D. Lanc, "Structural Steel ASTM A709-Behavior at Uniaxial Tests Conducted at Lowered and Elevated Temperatures, Shorttime Creep Response, and Fracture Tough Calculation", Journal of Engineering Mechanics, ASCE, Vol. 136, No. 9, pp. 1083-1089 (2010) https://doi.org/10.1061/(ASCE)EM.1943-7889.0000152
- J. E. Daw, J. L. Rempe and D. L. Knudson, "Thermal Properties of Structural Materials Used in LWR Vessels", Journal of Nuclear Materials, Vol. 401, No. 1, pp. 65-70 (2010). https://doi.org/10.1016/j.jnucmat.2010.03.022
- L. Gardner and K. T. Ng, "Temperature Development in Structural Stainless Steel Sections Exposed to Fire", Fire Safety Journal, Vol. 41, No. 3, pp. 185-203 (2006). https://doi.org/10.1016/j.firesaf.2005.11.009
- I. K. Kwon, "Derivation of the Mechanical Properties of Structural Steels at High Temperatures", Journal of Korean Institute of Fire Science and Engineering, Vol. 21, No. 3, pp. 47-55 (2007).
피인용 문헌
- An Analytic Study on Structural Stability according to Boundary Conditions and H-section Column Lengths Made of An Ordinary Grade Structural Steels (SS 400) at High Temperatures vol.28, pp.1, 2014, https://doi.org/10.7731/KIFSE.2014.28.1.020
- Evaluation of Structural Stability at High Temperatures for Beams Made of High Strength Structural Steels (SM 570) by Analytical Method vol.28, pp.3, 2014, https://doi.org/10.7731/KIFSE.2014.28.3.049
- Finite Element Analysis of H-Shaped Compressive Member Exposed High Temperatures vol.30, pp.5, 2016, https://doi.org/10.7731/KIFSE.2016.30.5.054
- Analytic Study of Structural Stability for H-Section Column Made of Submarine Structural Steels Based on Boundary Conditions and Column Lengths at High Temperature vol.898, pp.1662-8985, 2014, https://doi.org/10.4028/www.scientific.net/AMR.898.367
- A Comparative Study on the Fire Resistance of Ordinary Grade Structural Steels vol.904, pp.1662-8985, 2014, https://doi.org/10.4028/www.scientific.net/AMR.904.228
- Differences of Fire Resistance According to Boundary Conditions of Submarine Structural Steels vol.905, pp.1662-8985, 2014, https://doi.org/10.4028/www.scientific.net/AMR.905.137
- Comparison Study of Structural Stabilities for H-Section Columns Built with Ordinary Grade Strength Structural Steels According to Boundary Conditions and Lengths at High Temperature vol.937, pp.1662-8985, 2014, https://doi.org/10.4028/www.scientific.net/AMR.937.424
- Analytic evaluation of fire performance according to boundary conditions and lengths for steel columns built with SM 520 and SM 570 at high temperatures vol.19, pp.sup8, 2015, https://doi.org/10.1179/1432891715Z.0000000001729