DOI QR코드

DOI QR Code

Performance Examination and Comparison of Steel Beam-Column Connection in SM570TMC for Mixed-Use

고강도강 혼용 사용을 위한 SM570TMC강 보-기둥 접합부의 성능평가 및 해석 비교

  • Received : 2013.07.23
  • Accepted : 2013.09.06
  • Published : 2013.09.30

Abstract

In recent years, the construction of high-rise buildings are promoted. According to these, there are many needs about new technologies to strengthen the building performance and high-strength steel is regarded as one of these for promoting building performance. In Korea, high-strength steels which stress are over 600MPa are on market and in aborad, super high-strength steels over 1000MPa are developing and they expected to promote the building performance. But there are still doubts about applying high-strength steel members because of size effect and worry of brittle fracture. In this reports, we propose results of performance and analysis tests for use with general steel. We propose the characteristic of high-strength steels first and next the results of performance test to show they satisfy the performance that designers expect. And last, we compare the results of test and analysis for acquire the alanysis reliability in non-linear analysis with high-strength steels.

Keywords

References

  1. Architectural Institute of Korea (2009), Korea Bulding Code and Commentary (KBC), Seoul, KOREA. (in Korean)
  2. Araki, Y., Kim, M., Hamada, Y., and Kimura, H. (2011), "Prevention of Excessive Residual Deformation by Controlling Post-yield Story Stiffness Using High-strength Steel Stud Columns," JSSC Journal of Constructional Steel, Vol. 17, No. 65, Tokyo, Japan, pp. 63-70. (in Japanese)
  3. Kim, M. (2012), "Proposal of the Structure Design using SM570TMC for Preventing Deformation Concentration by P-${Delta}$ Effect on Lower Story in Steel Ramen," Journal of Korean Society for Advanced Composite Structures, Vol. 3, No. 3, Seoul, Korea, pp. 31-37. (in Korean) https://doi.org/10.11004/kosacs.2012.3.3.031
  4. Lee, K., Jeong, H. T., Yoon, S. R., Lee, E. M., and Oh, K. H. (2008), "Cyclic Testing of Bracket and WUF-B Type Weak-Axis Steel Moment Connection," Journal of Korean Society of Steel Construction, Vol. 20, No. 4, Seoul, Korea, pp. 483-491. (in Korean)
  5. Architectural Institute of Japan (2006), "Report of High Strength Steel(780$N/mm^2$) and New Buildings," The 2006 Japan Construction Symposium, Nagoya, Japan. (in Japanese)