Journal of Steel & Structure

Journal of Steel & Structure

Performance based optimization and seismic assessment of tall structures with zipper and chevron bracing system

Document Type : Original Article

Authors
1 Department of Civil Engineering, Faculty of Engineering, Islamic Azad University, Urmia, Iran
2 Faculty of Engineering Islamic Azad University Urmia Iran
Abstract
Optimal structural design and reducing material consumption are ongoing challenges in engineering practice. An effective approach to achieve these goals is the use of metaheuristic optimization algorithms. However, most studies employing such algorithms in structural engineering have focused mainly on conceptual design, with limited emphasis on practical implementation. The main objective of this study is to apply practical optimization methods to minimize structural weight and to compare the optimal weight of tall steel frames equipped with zipper and chevron braced lateral systems under seismic loading, while satisfying all code requirements. To this end, 10- and 15-story steel frames were optimized using several metaheuristic algorithms whose performance has been validated in previous research. The zipper braced system has been proposed to improve the post-buckling behavior of chevron braced frames and to compensate for their weaknesses after brace buckling. To better capture the seismic behavior of these systems, nonlinear analyses and performance-based design procedures were employed in the optimization process. The results show that the modified Dolphin algorithm outperforms the other optimization algorithms considered in this study. In addition, the zipper system achieves approximately 6% lower optimal weight compared to the chevron system. Incremental Dynamic Analysis (IDA) results further confirm that the zipper system provides higher reliability and superior seismic performance than the chevron system.
Keywords
Subjects

[1] Kaveh, A., and Nasrollahi, A. (2014), “A Performance-based seismic design of steel frames utilizing charged system search optimization”, Applied Soft Computing, 22, pp.213-222.
[2] Chen, W.F., and Lui, E.M. (2006), “Earthquake Engineering For Structural Design”, CRC Press.
[3] Pan, P., Ohsaki, M., and Kinoshita, T. (2007), “Constraint approach to performance-based design of steel moment-resisting frames”, Engineering Structures, 29(2), pp.186-194.
[4] Emami, F., and Bakhtiari-Moghadam, M. (2021), “Comparison of seismic behavior of chevron and suspended-zipper braced frames under near-fault ground motion”, Asian Journal of Civil Engineering, 22(6), pp.1131-1141.
[5] Yang, C.S. (2006), “Analytical and experimental study of concentrically braced frames with zipper struts”, PhD. Dissertation, Georgia Institute of Technology.
[6] Khatib, I.F., Mahin, S.A., and Pister, K.S. (1988), “Seismic behavior of concentrically braced steel frames”, Berkeley, CA, USA, UCB/EERC‐88/01: Earthquake Engineering Research Center, University of California.
[7] Tremblay, R. and Tirca L. (2003), “Behavior of design of multi-story zipper concentrically braced steel frames for the mitigation of soft-story response”, Proceedings of 4th International Conference on Behavior of Steel Structures in Seismic Areas, Naples.
[8] Merczel, D.B., Somja, H., Aribert, J.M., and Lógó, J. (2013), “On the behaviour of concentrically braced frames subjected to seismic loading”, Periodica Polytechnica Civil Engineering, 57(2), pp.113-122.
[9] Merczel, D.B., Somja, H., Aribert, J.M., Hjiaj, M., and Logo, J. (2014), “On the weak storey behaviour of concentrically braced steel frames”, In Eurodyn.
[10] Gholizadeh, S., and Poorhoseini, H. (2016), “Seismic layout optimization of steel braced frames by an improved dolphin echolocation algorithm”, Structural and Multidisciplinary Optimization, 54(4), pp.1011-1029.
[11] Gholizadeh, S., and Ebadijalal, M. (2018), “Performance based discrete topology optimization of steel braced frames by a new metaheuristic”, Advances in Engineering Software, 123, pp.77–92.
[12] Farzad, K., and Gholizadeh, S. (2022), “Seismic Performance-Based Layout Optimization of Outrigger System using Modified Dolphin Echolocation algorithm for Steel Tall Buildings”, Journal of Structural and Construction Engineering, 8, pp.122-143.
[13] Kaveh, A., and Farhoudi, N. (2011), “A unified approach to parameter selection in meta-heuristic algorithms for layout optimization”, Journal of Constructional Steel Research, 67, pp.1453–1462.
[14] Hagishita, T., and Ohsaki, M. (2008), “Optimal placement of braces for steel frames with semi-rigid joints by scatter search”, Computers and Structures, 86, pp.1983–1993.
[15] Kameshki, E.S., and Saka, M.P. (2001), “Genetic algorithm based optimum bracing design of non-swaying tall plane frames”, Journal of Constructional Steel Research, 57, pp.1081–1097.
[16] Yang, C.S., Leon, R.T., and DesRoches, R. (2008), “Design and behavior of zipper-braced frames”, Engineering Structures, 30(4), pp.1092-1100.
[17] Ozcelik, Y., Saritas, A., and Clayton, P.M. (2016), “Comparison of chevron and suspended-zipper braced steel frames”, Journal of Constructional Steel Research, 119, pp.169-175.
[18] Tirca, L., and Chen, L. (2012), “The influence of lateral load patterns on the seismic design of zipper braced frames”, Engineering Structures, 40, pp.536-555.
[19] Zahrai, S.M., Pirdavari, M., and Farahani, H.M. (2013), “Evaluation of hysteretic behavior of eccentrically braced frames with zipper-strut upgrade”, Journal of Constructional Steel Research, 83, pp.10-20.
[20] Kaveh, A., and Farhoudi, N. (2013), “A new optimization method: Dolphin echolocation”, Advances in Engineering Software, 59, pp.53–70.
[21] Daryan, A.S., Salari, M., Palizi, S., and Farhoudi, N. (2023), “Size and layout optimum design of frames with steel plate shear walls by metaheuristic optimization algorithms”, In Structures, 48, pp.657-668.
[22] Farshchin, M., Maniat, M., Camp, C.V., and Pezeshk, S. (2018), “School based optimization algorithm for design of steel frames”, Engineering Structures, 171, pp.326-335.
[23] Federal Emergency Management Agent, Report No. FEMA 356, (2000), Prestandard and commentary for the seismic rehabilitation of buildings, Washington D.C.
[24] Kaveh, A., Azar, B.F., Hadidi, A., Sorochi, F.R., and Talatahari, S. (2010), “Performance-based seismic design of steel frames using ant colony optimization”, Journal of Constructional Steel Research, 66(4), pp.566-574.
[25] Poursha, M., Khoshnoudian, F., and Moghadam, A.S. (2009), “A consecutive modal pushover procedure for estimating the seismic demands of tall buildings”, Engineering Structures, 31(2), pp.591-599.
[26] Kalkan, E., and Sashi, K. (2004), “Method of modal combination for pushover analysis of building”, 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada.
[27] Vamvatsikos, D., and Cornell, C.A. (2002), “Incremental dynamic analysis”, Earthquake Engineering and Structural Dynamics, 31(3), pp.491-514.
[28] Dhakal, R., Singh, S., and Mander J. (2007), “Efectiveness of earthquake selection and scaling method in New Zealand”, Bulletin of the New Zealand Society for Earthquake Engineering, 40, pp.989–1008.
[29] Ibrahim, Y.E., and El-Shami, M.M. (2011), “Seismic fragility curves for mid-rise reinforced concrete frames in Kingdom of Saudi Arabia”, The IES Journal Part A: Civil and Structural Engineering, 4(4), pp.213-223.
[30] ANSI/AISC 360-22, (2022), Specification for structural steel buildings, American Institute of Steel Construction.
[31] Uriz, P. (2008), “Toward earthquake-resistant design of concentrically braced steel-frame structures”, Pacific Earthquake Engineering Research Center.
[31] Mazzoni, S., McKenna, F., Scott, M., and Fenves G., (2007), “OPENSEES Command Language Manual”, University of California, Berkeley.
[32] MATLAB,. (2024), The Language of Technical Computing, Math Works Inc.

  • Receive Date 06 October 2025
  • Revise Date 24 November 2025
  • Accept Date 05 December 2025
  • First Publish Date 05 December 2025
  • Publish Date 23 September 2025