Abstract
The steel plate shear wall (SPSW) with two-side connections can be arranged flexibly in the structure, and has no additional influence on the column, but its buckling capacity is difficult to be deduced directly by thin plate theory. The low yield point SPSW (LYP-SPSW) with two-side connections is proposed in this paper, including unstiffened LYP-SPSW, cross-stiffened LYP-SPSW and diagonally-stiffened LYP-SPSW. The elastic buckling performance and buckling capacity of these three types of LYP-SPSWs are studied by numerical simulation. On the basis of the accurate model, a series of parametric analysis on the key factors were conducted, including the height-to-thickness ratio, the stiffness ratio of the stiffener, and the stiffness ratio of the edge member, which have effects on the elastic buckling stress of the LYP-SPSW with two-side connections. The elastic buckling stress of the SPSW can be effectively increased by adding stiffeners and edge members, but it is unnecessary to use oversized stiffeners and edge members. Based on a large amount of parametric analysis, simplified formulas for calculating the elastic buckling stresses of the three types of LYP-SPSWs mentioned above are proposed in this paper.
Similar content being viewed by others
References
ANSYS. (2010). Commands reference, elements reference, operations guide, basic analysis guide, theory reference for ANSYS.
Berman, J. W., & Bruneau, M. (2003). Plastic analysis and design of steel plate shear walls. Journal of Structural Engineering, ASCE, 129(11), 1148–1156.
Berman, J. W., & Bruneau, M. (2005). Experimental investigation of light-gauge steel plate shear walls. Journal of Structural Engineering, ASCE, 131(2), 259–267.
Chen, S. J., & Jhang, C. (2006). Cyclic behavior of low yield point steel shear walls. Thin-Walled Structures, 44(7), 730–738.
GB50017. (2003). Code for design of steel structure. Beijing: China Architecture Building Press.
Guo, Y. (2020). Research on seismic behavior of diagonally stiffened stainless steel plate shear wall. Nanjing: Southeast University. (in Chinese).
Guo, L., Qing, R., Qu, B., & Liu, J. (2017). Testing of steel plate shear walls with composite columns and infill plates connected to beams only. Engineering Structures, 136, 165–179.
Guo, Y., & Zhou, M. (2009). Categorization and performance of steel plate shear wall. Journal of Architecture and Civil Engineering, 26(3), 1–13. [in Chinese].
Haddad, O., Sulong, H. R., & Ibrahim, Z. (2018). Cyclic performance of stiffened steel plate shear walls with various configurations of stiffeners. Journal of Vibroengineering, 20(1), 459–476.
Jin, S., & Bai, J. (2019). Experimental investigation of buckling-restrained steel plate shear walls with inclined-slots. Journal of Constructional Steel Research, 155, 144–156.
Mimurm, H., & Akiyama, H. (1977). Load-deflection relationship on earthquake-resistant steel shear walls developed diagonal tension field. Transactions of the Architectural Institute of Japan, 260, 109–114. (in Japanese).
Rahmzadeh, A., Ghassemieh, M., Park, Y., & Abolmaali, A. (2016). Effect of stiffeners on steel plate shear wall systems. Steel and Composite Structures, 20(3), 545–569.
Sabouri-Ghomi, S., & Sajjadi, S. R. A. (2012). Experimental and theoretical studies of steel shear walls with and without stiffeners. Journal of Constructional Steel Research, 75, 152–159.
Takahashi, Y., Takeda, T., Takemoto, Y., & Takagi, M. (1973). Experimental study on thin steel shear walls and particular steel bracing under alternative horizontal loads. In Proceedings of IABSE symposium on resistance and ultimate deformability of structures acted on by well defined repeated loads, Lisbon, Portugal.
Thorburn, L. J., Kulak, G. L., & Montgomery, C. J. (1983). Analysis of steel plate shear walls. Structural Engineering Report No. 107, Department of civil engineering, University of Alberta, Edmonton, Alberta, Canada.
Wang, X., Li, Y., & Xu, H. (2011). ANSYS structural analysis unit and application. Beijing: China Communications Press.
Xu, L. (2012). Theory analysis and experimental study of low yield point steel shear wall with stiffener. Nanjing: Southeast University. (in Chinese).
Xue, M., & Lu, L. W. (1994). Interaction of infilled steel shear wall panels with surrounding frame members. In Proceedings of structural stability research council annual technical session, Bethlehem, Lehigh University (pp. 339–354).
Xue, M., & Lu, L. W. (1994). Monotonic and cyclic behavior of infilled steel shear panels. In Proceedings of 17th Czech and Slovak international conference on steel structures and bridges, Bratislava, Slovakia (pp. 152–160).
Acknowledgements
The authors gratefully acknowledge the financial support of the National Key Research and Development Program of China (No. 2017YFC0703802) and the National Natural Science Foundation of China (Nos. 51878146 and 51378105). The research obtained fund sponsor from Six Talent Peaks Project in Jiangsu Province (No. JZ-001) and Qing Lan Project in Jiangsu Province.
Author information
Authors and Affiliations
Corresponding author
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
About this article
Cite this article
Fan, S., Ding, R., Zeng, S. et al. Parametric Analysis on Elastic Buckling Performance of Low Yield Point Steel Plate Shear Wall with Two-Side Connections. Int J Steel Struct 20, 1945–1959 (2020). https://doi.org/10.1007/s13296-020-00391-9
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s13296-020-00391-9