Evaluation of buckling load and dynamic performance of steel shear wall retrofitted with strips made of shape memory alloy

Document Type : Article


1 Department of Civil Engineering, Faculty of Technology and Engineering, Shahrekord University, Shahrekord, P.O. Box 88186-34141, Iran

2 Arian Saze Zagros Co., Chaharmahal Science & Technology Park, Shahrekord, Iran


One of the most imperfections of the steel shear wall is out of plane displacements that cause severe damage in both structural and non-structural elements. In this paper, the effects of shape-memory alloys on steel shear walls are investigated. First, a numerical analysis using the finite element method in ABAQUS software has been carried out according to an experimental test. The results of the numerical analysis have been verified with experimental results. Next, shape-memory alloy fibers have been added vertically and horizontally to various parts of the steel shear wall. The results show that retrofitting with the shape-memory alloy reduces the out-of-plane displacement of the steel shear wall under both cyclic and seismic loadings. Besides, the buckling load in the steel shear wall increases when it is retrofitted with the shape-memory alloy. Also, the total out-of-plane movement (accumulated absolute displacements) of the steel shear wall and non-structural damage are controlled by the characteristic of a shape-memory alloy material called “super-elastic”.


1. Akbarzadeh Bengar, H., Mohammadalipour, A., and Ski, R. E ect of steel and concrete coupling beam on seismic behavior of rc frame accompanied with coupled
shear walls", Scientia Iranica, 24(5), pp. 2227{2241 (2017).
2. Emami, F. and Mo d, M. On the improvement of steel plate shear wall behavior, using energy absorbent element", Scientia Iranica, 24(1), pp. 11{18 (2017).
3. Kamgar, R., Askari Dolatabad, Y., and Babadaei Samani, M.R. Seismic optimization of steel shear wall using shape memory alloy", International Journal of
Optimization in Civil Engineering, 9(4), pp. 671{687 (2019).
4. Wang, M. and Yang, W. Hysteretic behaviors study of thin steel plate shear wall structures", Journal of- Building Structures, 36(1), pp. 68{77 (2015).
5. Ge, M., Hao, J., Yu, J., Yan, P., and Xu, S. Shaking table test of buckling-restrained steel plate shear walls", Journal of Constructional Steel Research, 137,
pp. 254{261 (2017).
6. Ma, Z.-y., Hao, J.-p., and Yu, H.-s. Shaking-table test of a novel buckling-restrained multi-sti ened low-yieldpoint steel plate shear wall", Journal of Constructional
Steel Research, 145, pp. 128{136 (2018).
7. Haddad, O., Sulong, N., and Ibrahim, Z. Cyclic performance of sti ened steel plate shear walls with various con gurations of sti eners", Journal of Vibroengineering,
20(1), pp. 459{476 (2018).
8. Shao, J.-h., Gu, Q., and Shen, Y.-k. Seismic performance evaluation of steel frame-steel plate shear walls system based on the capacity spectrum method",
Journal of Zhejiang University-SCIENCE A, 9(3), pp. 322{329 (2008).
9. Chu, Y., Hou, H., and Yao, Y. Experimental study on shear performance of composite cold-formed ultrathin- walled steel shear wall", Journal of Constructional
Steel Research, 172, p. 106168 (2020).
10. Liu, J., Xu, L., and Li, Z. Development and experimental validation of a steel plate shear wall with self-centering energy dissipation braces", Thin-Walled Structures, 148, p. 106598 (2020).
11. Tan, J.-K., Gu, C.-W., Su, M.-N., Wang, Y.-H., Wang, K., Shi, Y., Lan, Y.-S., Luo, W., Deng, X.-W., Bai, Y.-T., and Chen, Q. Finite element modelling and
design of steel plate shear wall buckling-restrained by hat-section cold-formed steel members", Journal of Constructional Steel Research, 174, p. 106274 (2020).
12. De Matteis, G., Mazzolani, F., and Panico, S. Experimental tests on pure aluminium shear panels with welded sti eners", Engineering Structures, 30(6), pp.1734{1744 (2008).
13. Shahi, N. and Adibrad, M.H. Finite-element analysis of steel shear walls with low-yield-point steel web plates", Proceedings of the Institution of Civil Engineers-Structures and Buildings, 171(4), pp. 326{
337 (2017).
14. Fadaee, M., Sa ari, H., and Khosravi, H. Mathematical approach for large deformation analysis of the sti ened coupled shear walls", International Journal
of Applied Science, Engineering Technology, 2(5), pp. 110{113 (2008).
15. Sa ari, H., Abbasnia, R., and Amini, F. Extended slope-de
ection method for nonlinear analysis of thin walled structures (in Persian)", International Journal
of Science & Technology, 1, pp. 79{102 (2000).
R. Kamgar et al./Scientia Iranica, Transactions A: Civil Engineering 28 (2021) 1096{1108 1107 16. Fadaee, M.J., Sa ari, H., and Khosravi, H. Stability
of sti ened coupled shear-wall", Journal of Tehran School of Engineering, 4(4), pp. 667{676 (2006).
17. Kamgar, R. and Rahgozar, R. A simple method for determining the response of linear dynamic systems", Asian Journal of Civil Engineering, 17(6), pp. 785{801 (2016).
18. Rostami, S. and Shojaee, S. Alpha-modi cation of cubic B-Spline direct time integration method", International Journal of Structural Stability and Dynamics,
17(10), p. 1750118 (2017).
19. Rostami, S. and Shojaee, S. A family of cubic Bspline direct integration algorithms with controllable numerical dissipation and dispersion for structural
dynamics", Iranian Journal of Science and Technology, Transactions of Civil Engineering, 42(1), pp. 17{32 (2018).
20. Sivandi-Pour, A., Gerami, M., and Kheyroddin, A. Uniform damping ratio for non-classically damped hybrid steel concrete structures", International Journal
of Civil Engineering, 14(1), pp. 1{11 (2016).
21. Rahgozar, R., Mahmoudzadeh, Z., Malekinejad, M., and Rahgozar, P. Dynamic analysis of combined system of framed tube and shear walls by Galerkin
method using B-spline functions", The Structural Design of Tall and Special Buildings, 24(8), pp. 591{606 (2015).
22. Rahgozar, R., Malekinejad, M., and Jahanshahi, M. R. Free vibration analysis of coupled shear walls with axial force e ects", The IES Journal Part A: Civil and
Structural Engineering, 4(4), pp. 224{231 (2011).
23. Wang, J., Wang, W., Xiao, Y., and Yu, B. Cyclic testand numerical analytical assessment of cold-formed thin-walled steel shear walls using tube truss", Thin-
Walled Structures, 134, pp. 442{459 (2019).
24. Xie, Z., Yan, W., Yu, C., Mu, T., and Song, L. Experimental investigation of cold-formed steel shear walls with self-piercing riveted connections", Thin-
Walled Structures, 131, pp. 1{15 (2018).
25. ABAQUS, C., Analysis User's Manual, Version 6.12, ABAQUS (2012).
26. Park, H.-G., Kwack, J.-H., Jeon, S.-W., Kim, W.- K., and Choi, I.-R. Framed steel plate wall behavior under cyclic lateral loading", Journal of Structural
Engineering, 133(3), pp. 378{388 (2007).
27. DesRoches, R., McCormick, J., and Delemont, M. Cyclic properties of super elastic shape memory alloy wires and bars", Journal of Structural Engineering,
130(1), pp. 38{46 (2004).
28. Arvin, A. and Read, J. Internal and external reinforcement of concrete members by use of shape memory alloy and ber reinforced polymers under
cyclic loading: A review", Polymers, 10(4), p. 376 (2018).
29. Abou-Elfath, H. Evaluating the ductility characteristics of self-centering buckling-restrained shape memory alloy braces", Smart Materials and Structures, 26(5),
p. 055020 (2017).
30. Andrawes, B. and Shin, M. Seismic retro tting of bridge columns using shape memory alloys", Active and Passive Smart Structures and Integrated Systems,
p. 69281K (2008).
31. Rojob, H. and El-Hacha, R. Self-prestressing using iron-based shape memory alloy for
exural strengthening of reinforced concrete beams", ACI Structural
Journal, 114(2), p. 523 (2017).
32. Izadi, M., Ghafoori, E., Shahverdi, M., Motavalli, M., and Maalek, S. Development of an iron-based shape memory alloy (Fe-SMA) strengthening system
for steel plates", Engineering Structures, 174, pp. 433{- 446 (2018).
33. Vian, D., Bruneau, M., and Purba, R. Special perforated steel plate shear walls with reduced beam section anchor beams. II: Analysis and design recommendations",
Journal of Structural Engineering, 135(3), pp. 221{228 (2009).
34. Kaufmann, E.J., Metrovich, B., and Pense, A.W. Characterization of cyclic inelastic strain behavior on properties of A572 Gr. 50 and A913 Gr. 50 rolled
sections", National Center for Engineering Research on Advanced Technology for Large Structural Systems, Lehigh University, Bethlehem, Pennsylvania (2001).
35. Wang, W., Chan, T.-M., Shao, H., and Chen, Y. Cyclic behavior of connections equipped with NiTi shape memory alloy and steel tendons between H{
shaped beam to CHS column", Engineering Structures, 88, pp. 37{50 (2015).
36. Oliveira, J.P., Miranda, R.M., and Braz Fernandes, F.M. Welding and joining of niti shape memory alloys: A review", Progress in Materials Science, 88, pp. 412{
466 (2017).
37. Chandler, A., Pappin, J., and Coburn, A. Vulnerability and seismic risk assessment of buildings following the 1989 Newcastle, Australia earthquake", Bulletin
of the New Zealand National Society for Earthquake Engineering, 24(2), pp. 116{138 (1991).
38. Gholizadeh, S. and Salajegheh, E. Optimal seismic design of steel structures by an ecient soft computing based algorithm", Journal of Constructional Steel
Research, 66(1), pp. 85{95 (2010).
39. Mohebbi, M., Shakeri, K., Ghanbarpour, Y., and Majzoub, H. Designing optimal multiple tuned mass dampers using genetic algorithms (GAs) for mitigating
the seismic response of structures", Journal of Vibration Control, 19(4), pp. 605{625 (2013).
40. Kanai, K. An empirical formula for the spectrum of strong earthquake motions", Bulletin of the Earthquake Research Institute, 39, pp. 85{95 (1961).
41. Tajimi, H. A statistical method of determing the maximum response of a building structure during an earthquake", In Proc. 2nd World Conference on
Earthquake Engineering, pp. 781{797 (1960).
42. Wu, J., Chen, G., and Lou, M. Seismic e ectiveness of tuned mass dampers considering soil-structure interaction", Journal of Earthquake Engineering andStructural Dynamics, 28(11), pp. 1219{1233 (1999).