Abstract
Steel plate shear walls (SPSWs) have been increasingly used in lateral load resisting system since the post-buckling strength of web plates was realized and considered in practical design. Diagonal tension field is formed in the web plate to resist the lateral force induced by winds and earthquakes. The force is anchored by the surrounded horizontal boundary elements (HBEs) and vertical boundary elements (VBEs) and eventually transferred to the ground. Therefore, the response of HBEs, especially anchor HBEs, is essential to ensure that SPSWs could exhibit the required strength, ductility, and energy dissipation capacity. This paper presents the results of theoretical studies into the flexural behavior of the anchor HBEs of SPSWs and can be regarded as an extension to the previous work by Qu and Bruneau (2011) and Qin et al. (2017). The boundary effect was considered to reflect the actual stress state at the HBE-to-VBE connection, which assembled the method by Qin et al. (2017). Furthermore, more proper distributions of the vertical component of tension field for the positive and negative flexure cases, respectively, were proposed comparing to the work by Qu and Bruneau (2011). The hand calculation approach for the plastic flexural capacity of the anchor HBEs was given by the summation of the contributions from the flanges and the web. The developed equations are compared with previous data and good agreement was found between them. Meanwhile, comprehensively discussions are conducted to evaluate the influence of key parameters on the flexural behavior of anchor HBE. It was found that the plastic flexural capacity of anchor HBE decreases from unity to the minimum as a result of the increase in shear force, axial force and vertical stresses. Moreover, the flexural response of anchor HBE is most vulnerable to the change in shear force. This indicates that boundary effect is significantly important and cannot be ignored in the analysis. The research in this paper provides basis for the capacity design of anchor HBE.
Similar content being viewed by others
References
ANSI/AISC 341-10 (2010). Seismic Provisions for Structural Steel Buildings. American Institute of Steel Construction, Chicago, USA.
Bahrebar, M., Kabir, M. Z., Hajsadeghi, M., Zirakian, T., and Lim, J. B. P. (2016). “Structural performance of steel plate. shear walls with trapezoidal corrugations and centrally-placed square perforations.” International Journal of Steel Structures, 16 (3), pp. 845–855.
Berman, J. W. and Bruneau, M. (2008). “Capacity design of vertical boundary elements in steel plate shear walls.” Engineering Journal, AISC, 45 (1), pp. 57–71.
Chatterjee, A. K., Bhowmick, A., and Bagchi, A. (2015). “Development of a simplified equivalent braced frame model for steel plate shear wall systems.” Steel and Composite Structures, 18 (3), pp. 711–737.
Guo, Z. and Yuan, Y. (2015). “Experimental study of steel plate composite shear wall units under cyclic load.” International Journal of Steel Structures, 15 (3), pp. 515–525.
Lee, C. H. (2006). “Review of force transfer mechanism of welded steel moment connections.” Journal of Constructional Steel Research, 62 (7), pp. 695–705.
Lee, C. H. and Yoon, T. H. (1999). Analytical re-examination of shear transfer in welded steel moment connection. Proceedings of the 1st Japan-Korea joint seminar on earthquake engineering for building structures, Korea.
Moghimi, H. and Driver, R. G. (2014). “Beam design force demands in steel plate shear walls with simple boundary frame connections.” Journal of Structural Engineering, 140 (7), 04014046.
Pavel, F. and Pricopie, Andrei (2015). “Prediction of engineering demand parameters for RC wall structures.” Structural Engineering and Mechanics, 54 (4), pp. 741–754.
Qin, Y., Lu, J. Y., Huang, L. C. X., and Cao, S. (2017). “Flexural behavior of beams in steel plate shear walls.” Steel and Composite Structures, 23 (4), pp. 473–481.
Qu, B. (2008). Seismic behavior and design of boundary frame members of steel plate shear walls. Ph.D. Dissertation, The State University of New York at Buffalo, Buffalo, NY,USA.
Qu, B. and Bruneau, M. (2010). “Capacity design of intermediate horizontal boundary elements of steel plate shear wall.” Journal of Structural Engineering, 136 (6), pp. 665–675.
Qu, B. and Bruneau, M. (2011). “Plastic moment of intermediate horizontal boundary elements of steel plate shear walls.” Engineering Journal, AISC, 48 (1), pp. 49–64.
Sahoo, D. R., Sidhu, B. S., and Kumar, A. (2015). “Behavior of unstiffened steel plate shear wall with simple beam-tocolumn connections and flexible boundary elements.” International Journal of Steel Structures, 15 (1), pp. 75–87.
Thorburn, L. J., Kulak, G. L., and 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.
Timler, P. A. and Kulak, G. L. (1983). Experimental study of steel plate shear walls. Structural Engineering Report No. 114, Department of Civil Engineering, University of Alberta, Edmonton, AB, Canada.
Zirakian, T. and Zhang, J. (2015). “Seismic design and behavior of low yield point steel plate shear walls.” International Journal of Steel Structures, 13 (1), pp. 163–174.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Qin, Y., Lu, JY., Huang, LCX. et al. Flexural behavior of anchor horizontal boundary element in steel plate shear wall. Int J Steel Struct 17, 1073–1086 (2017). https://doi.org/10.1007/s13296-017-9017-6
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s13296-017-9017-6