DOI QR코드

DOI QR Code

A Study for Efficient Behavior of Beam-column Joint Structure Using Material Convergence Section Stage and a Temporary Boundary Condition by Strut

재료 융합 단계와 임시 스트럿의 경계조건을 이용한 기둥-보 강결 구조물의 효율적인 거동 연구

  • Cho, Jae-Hyeung (Dept. of Civil Engineering, Kumoh National Institute of Technology) ;
  • Song, Jae-Ho (Dept. of Civil Engineering, Kumoh National Institute of Technology)
  • 조재형 (금오공과대학교 토목공학과) ;
  • 송재호 (금오공과대학교 토목공학과)
  • Received : 2020.03.03
  • Accepted : 2020.04.03
  • Published : 2020.04.30

Abstract

Recently, small and medium-sized rahmen-type bridges have been developed as a technology that ensures the stability of structural behavior and the safety of use at the same time by using efficient and economical materials that make up the convergence section of reinforced bar, structural steel and concrete. This study is about a rahmen-type structure applied with the installation and dismantling of the strut. It improves the serviceability of the structure by forming multi-points and efficiently applies the convergence section of structural steel and concrete materials to the structural system changes to induce the displacement improvement effect additionally. By constructing mock-up models for the beam-column joint, the displacement was calculated and compared, and this was compared and analyzed by numerical analysis. The final displacement showed an improvement effect of 13.46% to 36.28% based on the vertical displacement of the existing structure without struts through the experiment of the mock-up models. As a result of analysis by numerical analysis method, the displacement improvement effect of 42.89% could be derived.

Keywords

References

  1. Ministry of land, transportation and maritime affairs, "Design Manual for Road:Bridge", pp.507-1-77, (2008).
  2. J. T. Oh, "Plan and Design of Brige", Bansuk, pp.77-83, (2010).
  3. H. O. Jang, J. W. Goo, Y. S. Cha, "The study of composite rahmen bridge behavior improving sectional properties of concrete slab by struts, the temporary compressive members", Proceeding of Korea Concrete Institute, Vol.30 No.2, pp.91-92, (2018).
  4. D. I. Cho, "Structural Performance Evaluation of Steel Composite Frames with Partial Horizontal Tension", Thesis for Doctor of Philosophy, The graduate school of Korea National University of Transfortaion, pp.26-35, (2019).
  5. S. Y. Lee, Y. S. Ahn, M. H. Oh, J. S. Chung, S. D. Yang, "An Experimental Study on the Girder-Abutment Connection for the Steel-Concrete Composite Rigid-Frame Bridge Integrated with PS Bars", Journal of the Korea Concrete Institute, Vol. 24, No. 4, pp. 453-463, (2012). https://doi.org/10.4334/JKCI.2012.24.4.453
  6. H. Choi, J. S. Park, D. M. Ok, C. W. Kim, S. K. Cho, S. J. Yoon, "A Study on the Construction Method of Steel-Concrete Composite Girder Used on the Steel-Concrete Composite Rahmen Bridge", Proceeding of Korean Society of Steel Construction, pp. 17-18. (2011).
  7. J. W. Choi, M. J. Jang, J. U. Cheon, S. J. Yoon, "An Experimental Study on the Structural Behavior of Steel-Concrete Composite Rahmen Bridge with Hinged End Supports", Journal of Korean Society of Steel Construction, Vol.27, No.2, pp.195-205, (2015). https://doi.org/10.7781/kjoss.2015.27.2.195
  8. G. H. Kang, "Construction method of the optimized Steel-Concrete Composit Rahmen Bridges according to the construction step", Thesis for Master of Engineering, The graduate school of Seoul National University of Science and Technology, pp.39-44, (2018).
  9. M. S. Park, S. Kim, "Productivity Analysis of the Site Installation Stage of Laminated Modular Multi-Family Housing", Journal of the Korean Society of Industry Convergence, Vol.22 No.5, pp.519-527, (2019). https://doi.org/10.21289/KSIC.2019.22.5.519
  10. J. Kim, W. K. Hong, Y. Yun, "Experimental investigation of the influence of joint connection details between existing buildings and added new frames on failure mode of retrofitted slabs for the vertical expansion of old buildings: Part II", Struct Design Tall Spec Build, 26, e1373, (2017). https://doi.org/10.1002/tal.1373
  11. H. Y. Yang, "Corner Behavior of Retaining Wall Supported by Corner Strut.", Thesis for Master of Engineering, The graduate school of Gachon University, pp.15-16, (2004).
  12. S. E. Park, M. H. Park, J. K. Kim, "Discrete Optmium Design of the Strut Support de Temporary Structures", Journal of The Korean Society of Industry Convergence, Vol.11 No.3, pp.127-134, (2008).
  13. S.E. Park, M. H. Park, J. K. Kim, "Optimum of Damper Position for Steel Frame Structure on Seismic Design", Journal of The Korean Society of Industry Convergence, Vol.12 No.4, pp.187-192, (2009).
  14. J. Kang, "Seismic Performance Evaluation According to Seismic Retrofit Techniques of Existing School Buildings ", Journal of The Korean Society of Industry Convergence, Vol.15 No.1, pp.29-36, (2012). https://doi.org/10.21289/KSIC.2012.15.1.029
  15. S. Kiyota, H. Takasu, "Kouzo Manual", Engineer Book, pp.106, (2004).