Parametric Study on Seismic Response of RCS Structures

  • Authors

    • Shady Adel Fahim Rezkalla
    • Anwar Mohammed Parvez
    • Jayaprakash Jaganathan
    • Wael Elleithy
    • Teck Leong Lau
    • Kian Lim Yap
  • RCS, seismic analysis, Moment-resisting frames, Composite construction, FEM analysis
  • Reinforced concrete steel (RCS) moment resisting frames consist of structural steel beams joined to reinforced concrete columns. In the last decades, extensive research has been carried out for RCS structures because of the efficiency and economy in application for low to mid-rise structures in moderate to high seismic regions. This study aims to investigate the possibility of improvements or limitations of using RCS composite system for high rise RCS structures in regions of high seismicity. This paper presents the results of a parametric study using a finite element analysis. The study involves both linear elastic time history as well as design response spectrum analyses. The parametric study involves the effect of material (reinforced concrete and steel), plan aspect ratio, floor height and beam span.  The findings indicate that the use of RCS composite material not only provides a more economic solution, but also increases efficiency in terms of resilience towards dynamic loadings that the structure may be subjected to due to earthquake actions especially in high seismic regions.


  • References

    1. [1] Deierlein, G. and Noguchi, H. (2004). Overview of U.S.-Japan Research on the Seismic Design of Composite Reinforced Concrete and Steel Moment Frame Structures. Journal of Structural Engineering, 130(2), pp.361-367.

      [2] Nishiyama, I., Yamanouchi, H. and Hiraishi, H. (1996). US-Japan Cooperative Earthquake Engineering Research Program on Composite and Hybrid Structures. Wind and Seismic Effects Proceedings of the 30th Joint Meeting, (NIST SP 931), pp.443 - 451.

      [3] Masi, A. (2003). Seismic Vulnerability Assessment of Gravity Load Designed R/C Frames. Bulletin of Earthquake Engineering, 1(3), pp.371-395.

      [4] Wilson, E. (2004). Static & dynamic analysis of structures, chapter 15. Berkeley: Computers and Structures Inc.

      [5] Yun, S., Hamburger, R., Cornell, C. and Foutch, D. (2002). Seismic Performance Evaluation for Steel Moment Frames. Journal of Structural Engineering, 128(4), pp.534-545.

      [6] Li, W., Li, Q., Jiang, W. and Jiang, L. (2011). Seismic performance of composite reinforced concrete and steel moment frame structures “state-of-the-art’. Composites Part B: Engineering, 42(2), pp.190-206.

      [7] Mehanny, S. S. F.and Deierlein, G. G. (2000). 'Modeling of Assessment of Seismic Performance of Composite Frames with Reinforced Concrete Columns and Steel Beams’. pp. 238 – 364.

      [8] Mehanny, S. S. and Deierlein, G. (2000). Assessing Seismic Performance of Composite (RCS) and Steel Moment Framed Buildings.

      [9] Cordova, P., Deirlein G., Chen C.H., Lai, W.C., Tsai, K.C. et (2004). 'Pseudo Dynamic Test of Full Scale RCS Frame: Part 2 “Analysis and Design Implication’. ASCE.

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  • How to Cite

    Adel Fahim Rezkalla, S., Mohammed Parvez, A., Jaganathan, J., Elleithy, W., Leong Lau, T., & Lim Yap, K. (2018). Parametric Study on Seismic Response of RCS Structures. International Journal of Engineering & Technology, 7(3.36), 90-95.