Skip to main content
SpringerLink
Log in

Shaking Table Test and Analysis of Reinforced Concrete Frame with Steel Shear Wall with Circular Opening and Slit Damper

  • Published:
International Journal of Steel Structures Aims and scope Submit manuscript

Abstract

Earthquakes of 5.8 and 5.4 Richter scale recently occurred one after another in Korea, changing the Korean peninsula from an earthquake safe zone but ‘earthquake danger zone’. Therefore, seismic reinforcements must expand to include structures with low seismic resistance in order to prepare for earthquakes on a larger scale in the future. This study investigated the performances of various seismic reinforcement systems such as X-braced steel rod reinforcement, steel shear wall with circular opening reinforcement, and slit damper reinforcement using shaking table test and computational analyses of seismic data in order to establish a proper seismic reinforcement plan. These three seismic reinforcement systems could increase the stiffness and strength of existing structures and reduce maximum drift ratio in the event of an earthquake.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Log in via an institution

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10

Similar content being viewed by others

References

  • American Society of Civil Engineers (ASCE). (2006). Seismic rehabilitation of existing buildings. ASCE/SEI no.41, Reston, VA, USA.

  • Badoux, M., & Jirsa, J. O. (1990). Steel bracing of RC frames for seismic retrofitting. Journal of Structural Engineering, 116(1), 55–74.

    Article  Google Scholar 

  • Bagheri, B., Choi, K.-Y., Oh, S.-H., & Ryu, H.-S. (2016). Shaking table test for evaluating the seismic response characteristics of concentrically braced steel structure with and without hysteretic dampers. International Journal of Steel Structures, 16(1), 23–39.

    Article  Google Scholar 

  • Comité Européen de Normalisation (CEN). (2006). Eurocode 8. Design provisions for earthquake resistance of structures. Part 1: General rules, seismic actions and rules for buildings. European Commission for Standardization, Brussels, Belgium.

  • Driver, R. G., Kulak Elwi, A. E., & Kennedy, D. J. L. (1998a). Cyclic tests of four-story steel plate shear wall. Journal of Structural Engineering, 124(2), 112–120.

    Article  Google Scholar 

  • Driver, R. G., Kulak Elwi, A. E., & Kennedy, D. J. L. (1998b). FE and simplified models of steel plate shear wall. Journal of Structural Engineering, 124(2), 121–130.

    Article  Google Scholar 

  • Elgaaly, M., & Caccese, V. (1993). Post-buckling behavior of steel-plate shear walls under cyclic loads. Journal of Structural Engineering, 119(2), 588–605.

    Article  Google Scholar 

  • Federation Internationale du Beton (FIB). (2003). Seismic assessment and retrofit of reinforced concrete buildings. State-of-Art Report, Bulletin FIB no.24, Thomas Telford, London, UK.

  • Kim, Y.-S., & Bae, J.-H. (2016). Status of seismic design of Korea and improvement tasks, issue and point. National Assembly Research Service, 1216, 1.

    Google Scholar 

  • Korea Meteorological Administration (KMA). (2017). http://necis.kma.go.kr.

  • Maheri, M. R., & Sahebi, A. (1997). Use of steel bracing in reinforced concrete frames. Engineering Structures, 19(12), 1018–1024.

    Article  Google Scholar 

  • Maheri, M. R., & Yazdani, S. (2016). Design of steel brace connection to an RC frame using uniform force method. Journal of Constructional Steel Research, 116(1), 131–140.

    Article  Google Scholar 

  • Mazzoni, S., McKenna, F., Scott, M. H., & Fenves, G. L. (2006). OpenSees Command Language Manual, USA.

  • Newman, A. (2001). Structural renovation of buildings: Methods, details, and design example. New York, USA: McGraw-Hill.

    Google Scholar 

  • Roberts, T. M. (1995). Seismic resistance of steel plate shear walls. Engineering Structures, 17(5), 344–351.

    Article  Google Scholar 

  • Sabouri-Ghomi, S., Ventura, M., & Kharrazi, M. (2005). Shear analysis and design of ductile steel plate walls. Engineering Structures, 131(6), 878–889.

    Article  Google Scholar 

  • Shin, K.-J., Lee, S.-H., Lee, H.-D., & Kwon, H.-S. (2016). seismic-Strengthening effect of steel shear wall with circular opening through shaking table test on reinforced concrete frame. Journal of the Regional Association of Architectural Institute of Korea, 18(2), 107–114.

    Google Scholar 

Download references

Acknowledgements

This work was supported by a National Research Foundation of Korea (NRF) Grant funded by the Korea government (MSIT) (No. NRF-2017R1A2 B3009984).

Author information

Authors and Affiliations

  1. Department of Architectural, Civil, Environmental, and Energy Engineering, Kyungpook National University, 80 Daehak-ro, Buk-gu, Daegu, 41566, Korea

    Hye-Min Shin, Hee-Du Lee & Kyung-Jae Shin

Authors
  1. Hye-Min Shin
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. Hee-Du Lee
    View author publications

    You can also search for this author in PubMed Google Scholar

  3. Kyung-Jae Shin
    View author publications

    You can also search for this author in PubMed Google Scholar

Corresponding author

Correspondence to Kyung-Jae Shin.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Shin, HM., Lee, HD. & Shin, KJ. Shaking Table Test and Analysis of Reinforced Concrete Frame with Steel Shear Wall with Circular Opening and Slit Damper. Int J Steel Struct 18, 1420–1430 (2018). https://doi.org/10.1007/s13296-018-0161-4

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s13296-018-0161-4

Keywords

Search

Navigation