JOURNAL BROWSE
Search
Advanced SearchSearch Tips
Study of the Standard Testing Specifications for a Non-loading Performance Evaluation of Coating Material-sprayed Circular Steel Structures
facebook(new window)  Pirnt(new window) E-mail(new window) Excel Download
  • Journal title : Fire Science and Engineering
  • Volume 30, Issue 3,  2016, pp.7-15
  • Publisher : Korea Institute of Fire Science and Engineering
  • DOI : 10.7731/KIFSE.2016.30.3.007
 Title & Authors
Study of the Standard Testing Specifications for a Non-loading Performance Evaluation of Coating Material-sprayed Circular Steel Structures
Ok, Chi-Yeol; Kim, Jae-Jun;
  PDF(new window)
 Abstract
The cross-sectional shape factor is used worldwide to evaluate the scientific performance of fire-resistant structures. In South Korea, however, a system for applying a cross-sectional shape factor has not been arranged and circular or rectangular steel pipes are commonly used for large-scale steel frame buildings. On the other hand, coating material-spray steel beams and pillars that have received the certification of a fire-resistant structure from recognized organizations are mostly limited to a H-beam. A H-beam is granted a wide range of certifications without size limitations from a non-loading performance test with test standards based on the relevant provisions. Other types of steel pipe are to be certified for fireresistance according to shape. In this study, a cross-sectional shape factor was used to propose standard testing specifications for the application of coating material-sprayed circular and rectangular steel pipes, eventually to set the scope of certification for reasonable fire-resistant structures.
 Keywords
Fire resistant structure;Fire protection;Cross-sectional factor;Coating material-sprayed circular column;
 Language
Korean
 Cited by
 References
1.
Ministry of Land, Infrastructure and Transport, "The Evacuative and Fireproof Construction of Buildings", Minister Decree No:149 (2014).

2.
Ministry of Land, Infrastructure and Transport, "Standards for Accreditation and Management of Fire Resistant Construction", Notification No:2018-843 (2015).

3.
Ministry of Land, Infrastructure and Transport, "Detail Instructions for Accreditation and Management of Fire Resistant Construction", Document No:7749 (2012).

4.
Korea Institute of Civil Engineering and Building Technology, Certificate List of Fire Resistant Construction, http://g4b.go.kr/ (2015).

5.
Korea Agency for Technology and Standards, "Method for Calculating Fire Protective Thickness of Structural Steel According to Section Factor", KS F 2848:2010 (2010).

6.
Underwriter's Laboratoties, Online Certification Direstory, "BXUV.X851 Fire Resistance Rating-ANSI/UL 263", http://database.ul.com/ (2015).

7.
S. H. Kim, C. Y. Ok and S. M. Choi, "Clarification of the Thermal Properties of Intumescent Paint and Suggestion of the Required Fire Protection Thickness for Steel and Composite columns", J. Korean Soc. Adv. Comp. Struc., Vol. 6, No. 1, pp. 21-29, 125-132 (2015). crossref(new window)

8.
S. M. Jeon and J. J. Kim, "Experimental Study on Separate Evaluations of Fire Resistance of SFRM for Steel Beams and Columns", Journal of the Architectural Institute of Korea, Vol. 18, No. 9, pp. 125-132 (2002).

9.
C. W. Jung, N. Y. Jee and I. K. Kwon, "Study on the Determination of Fire Protection Thickness Based on Section Factor", Proceedings of 2003 Spring Annual Conference, Korean Institute of Building Construction, pp. 139-142 (2003).

10.
Korea Agency for Technology and Standards, "Methods of fire Resistance Test for Elements of Building Construction-General Requirements", KS F 2257-1:2014 (2014).

11.
Korea Agency for Technology and Standards, "Methods of Fire Resistance Test for Elements of Building Construction-Specific Requirements for Beams", KS F 2257-6:2014 (2014).

12.
Korea Agency for Technology and Standards, "Methods of Fire Resistance Test for Elements of Building Construction-Specific Requirements for Columns", KS F2257-7:2014 (2014).

13.
I. K. Kwon, N. Y. Jee and H. Y. Kim, "Experimental Study on the Determination of Fire Protection Thickness through Section Factors of Structural Steels", Journal of the Architectural Institute of Korea, Vol. 18, No. 9, pp. 125-132 (2002).

14.
C. W. Jung, N. Y. Jee and I. K. Kwon, "Study on the Determination of Fire Protection Thickness Based on Section Factor", Proceedings of 2003 Spring Annual Conference, Korean Institute of Building Construction, pp. 139-142 (2003).

15.
J. S. Lee, S. C. Yang, S. M. Son, I. H. Yeo and H. J. Kim, "A Theoretical Analysis on Performance-Based Design of New Zealand and EURO Code", Korean Societ.

16.
Association for Specialist Fire Protection, YELLOW BOOK, "Fire Protection for Structural Steel in Building, 4 th Edition", (Volumn 1 of 2) http://www.asfp.org.uk/ (2010).

17.
I. K. Kwon, "Experimental Study on the Determination of Fire Resistant Performance of Structural Steels", Hanyang University (2002).

18.
S. H. Park and S. M. Choi, "A Study on the Fire Resistance of Concrete-Filled Steel Square Tubular Columns", University of Seoul (2009).