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International Journal of Steel Structures

, Volume 18, Issue 5, pp 1772–1783 | Cite as

A Study on the Bending and Seismic Performance of High Performance Cold Forming Composite Beam

  • Young Han Choi
  • Sung Bae Kim
  • Hyung Ju Hong
  • Sang Seup Kim
Article
  • 35 Downloads

Abstract

Nowadays, the researches about composite structure system are being implemented in various fields, and many steel structures are designed based on that. In this study, the bending and seismic performance of the newly developed high-performance cold forming composite beam are evaluated by several experiments. As a result of the bending performance test, the bending moment of beam was increased stably depending on the depth and plate thickness of beam, and it is considered that the bending moment can be evaluated by the equation of a composite beam design. As a result of the seismic performance test, it was verified that sufficient seismic performance was obtained despite the increase of a negative moment rebar and depth of beam. In addition, the nominal bending moment has obtained the strength above the plastic bending moment, and also the plastic rotation angle has satisfied the requirement of composite intermediate moment frame.

Keywords

High-performance cold forming composite beam Bending performance Seismic performance Monotonic loading test Cyclic loading test 

Notes

Acknowledgements

This paper was supported by the National Research Foundation of Korea in 2016 (No. NRF-2014 R1A2A1A11052803).

References

  1. AIK. (2009). Korea building code and commentary structural. Architectural Institute of Korea (KBC 2009).Google Scholar
  2. AISC. (2010). Steel construction manual 14th, Seismic Design Manual 2nd. American Institute of Steel Construction, USA.Google Scholar
  3. Heo, B. W., Kwak, M. K., Bae, K. W., & Jeong, S. M. (2007). Flexural capacity of the profiled steel composite beams-deep deck plate. Journal of Korean Society of Steel Construction, 19(3), 247–258.Google Scholar
  4. Hicks, S. J., & Smith, A. L. (2014). Stud shear connectors in composite beams that support slabs with profiled steel sheeting. Structural Engineering International, 24(2), 246–253.CrossRefGoogle Scholar
  5. JISF. (1996). A valuation basis proposal of standard test method for a seismic capacity evaluation performance of steel structure, Japan.Google Scholar
  6. Jung, J. C., Lee, C. N., Lee, S. H., & Kim, H. S. (2014). Seismic performance test of TSC composite beam to CRC composite column connections. Journal of Architectural Institute of Korea, 30(11), 21–28.Google Scholar
  7. Kim, S. B., Kim, S. S., Lee, W. R., Kim, J. Y., Lee, S. B., Ryu, D. S., et al. (2012a). Study on the flexible strength of U-shape hybrid composite beam. Journal of Korean Society of Steel Construction, 24(5), 521–534.CrossRefGoogle Scholar
  8. Kim, S. B., Kim, S. S., & Ryu, D. S. (2013). Study on the cyclic seismic testing of U-shape hybrid composite beam-to-composite column connections. Journal of Korean Society of Steel Construction, 25(1), 47–59.CrossRefGoogle Scholar
  9. Kim, H. S., Lee, C. N., Lee, S. H., & Kim, B. R. (2012b). Seismic performance test of concrete-filled u-shaped steel beam-to-prefabricated column connections. Journal of Architectural Institute of Korea, 28(4), 55–64.Google Scholar
  10. KSSC. (2011). Korean steel structure design code and commentary-load and resistance factored design. Korean Society of Steel Construction.Google Scholar
  11. Lee, D. H., Kim, K. S., Oh, J. Y., Lim, J. H., Choi, S. M., & Kim, J. H. (2010). Experimental study on prestressed composite girder with corrugated webs. Journal of Architectural Institute of Korea, 26(11), 57–65.Google Scholar
  12. Plumier, A., & Doneux, C. (2001). Seismic behavior and design of composite steel concrete structures. Research Report, LNEC, Portugal.Google Scholar
  13. Salmon, C. G., Johnson, J. E., & Malhas, F. A. (2009). Steel structures-design and behavior (5th ed.). USA: Prentice Hall.Google Scholar
  14. Yang, I. S. (2011). Strength of composite beam using shear connectors installed in driving pin under vertical loading. Journal of Architectural Institute of Korea, 27(9), 85–92.Google Scholar

Copyright information

© Korean Society of Steel Construction 2018

Authors and Affiliations

  1. 1.Department of Architectural EngineeringKOREATECHCheonanKorea
  2. 2.The Naeun Structural EngineeringSeoulKorea
  3. 3.School of Design and Architectural EngineeringKOREATECHCheonanKorea

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