1 |
I. K. Kwon, "Derivation of the Mechanical Properties of Structural Steels at High Temperatures", Journal of Korean Institute of Fire Science & Engineering, Vol. 21, No. 3, pp. 47-55 (2007).
과학기술학회마을
|
2 |
Reidar Bjorhovde, "Developement and Use of High Performance Steel", Journal of Constructional Steel Research, Vol. 60, pp. 393-400 (2004).
DOI
ScienceOn
|
3 |
Venkatesh Kodur, Mahmud Dwaikat and Rustin Fike, "High-Temperature Properties of Steel for Fire Resistance Modeling of Structures", Journal of Materials in Civil Engineering, ASCE, pp. 423-434 (2010.
|
4 |
Xuhong Qian, Frans S. K. Bijlarrd and Henk Kolstein, "Elevated-temperature Mechanical Properties of High Strength Structural Steel S-460N: Experimental Study and Recommendations for Fire-resistance Design", Fire Safety Journal, Vol. 55, pp. 15-21 (2013).
DOI
ScienceOn
|
5 |
Xuhong Qian, Frans S. K. Bijlarrd and Henk Kolstein, "Post-fire Mechanical Properties of High Strength Structural Steels S460 and S690", Engineering Structures, Vol. 35, pp. 1-10 (2012).
DOI
ScienceOn
|
6 |
Ju Chen, Ben Young and Brian Uy, "Behavior of High Strength Structural Steel at Elevated Temperatures, Journal of Structural Engineering", ASCE, pp. 1948-1954(2006).
|
7 |
Pentti Makelainen, Jyri Outinent, Jyrki, Kesti, Fire Design model for structural steel S 420N based upon transient-state tensile test results, Journal of Constructional Steel Research, Vol. 48, pp. 47-57 (1998).
DOI
ScienceOn
|
8 |
I. K. Kwon, Thesis of Fire Resistant Performance of Structural Steel (2002).
|
9 |
I. K. Kwon and S. G. Shin, "Evaluation of Fire Resistance Using Mechanical Properties at High Temperature for Steel Column Made of Rolled Steels (SS 400)", Korean Journal of Metal Materials, Vol. 49, No. 9, pp. 671-677 (2011).
|