Review of Studies on the Seismic Behavior of Composite Shear Walls with Double Steel Plates and Filled Concrete

Abstract:

This paper points out the characteristics of composite shear walls with double steel plates and filled concrete and composite structure force mechanism. This paper briefly expounds the present situation of the research on the seismic behavior of composite shear walls with double steel plates and filled concrete from four aspects including structural experiments, calculating method , calculating theory and local stability, and analyzes the shortcomings in the research. After comparing many achievements, this paper puts forward several key problems in the research of seismic behavior of composite shear walls with double steel plates and filled concrete. Finally, the development of the seismic behavior of composite shear walls with double steel plates and filled concrete is prospected.

• Periodical: Applied Mechanics and Materials (Volume 680)
• Pages: 179-181
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.680.179
• Online since: October 2014
• Authors: You Jia Zhang, Wei Xing Liu, Xiao Shuang Shao
• Keywords: Composite Shear Walls Filled Concrete, Composite Shear Walls with Double Steel Plates, Research Advance, Seismic Behavior, Structural Characteristics

References

[1] M. Takeuchi. Study on a concrete filled structure for nuclear power plants[J]. Nuclear Engineering and Dsign, 1998, (179): 209-233.

[2] Masahiko Ozaki. Study on steel plate reinforced concrete panels subjected to cyclic in-plane shear[J]. Nuclear Engineering and Dsign, 2004, (228): 225-244.

DOI: 10.1016/j.nucengdes.2003.06.010

[3] Tae-Sung Eom. Behavior of Double Skin Composite Wall Subjected to In-Plane Cyclic Loading[J]. Steel Sturctures, 2009, (135): 1239-1249.

DOI: 10.1061/(asce)st.1943-541x.0000057

[4] Wei Fangfang. Shear resistance performance of steel-concrete-steel composite shear wall[J]. Journal of Southeast University, 2012, (28): 73-78.