ConfOrganizer 

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Paper References

• Li, Hongyu, Yue Wu, Lu Zhang, and Didem Ozevin. "Seismic energy dissipation of periodic assembly tensegrity system." In Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems 2020, vol. 11379, pp. 88-95. SPIE, 2020.
• Al Azem, Raneem, Wael Elleithy, Teck Leong Lau, and Mohammed Parvez Anwar. "Parametric study of tensegrity structures under seismic loading." In E3S Web of Conferences, vol. 347, p. 03016. 2022.
• 7. B. Shekastehband, M. Ayoubi, “Nonlinear dynamic instability behavior of tensegrity grids subjected to impulsive loads”, Thin-Walled Structures, Vol. 136, pp. 1-15, 2019.
• 6. B. Shekastehband, “Collapse Mechanisms of Single Curvature Tensegrity Systems”, International Journal of Steel Structures, Vol. 17, pp. 1115-1129, 2017.
• 3. M. Valipour, A. Sadeghi, “Investigation on the Effects of Depth-To-Span Ratio of Tensegrity Flat Grids on their Seismic Behavior”, International Journal of Space Structures, Vol. 26, No. 1, pp. 59-69, 2011.

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Paper References

• Jahani, E., & Roozbahan, M. (2021). Optimal single and multiple tuned mass dampers based on nonlinear structures responses using the Mouth Brooding Fish algorithm. Iran University of Science & Technology, 11(4), 647-661.
• Bozer, A., & Özsarıyıldız, Ş. S. (2018). Free parameter search of multiple tuned mass dampers by using artificial bee colony algorithm. Structural Control and Health Monitoring, 25(2), e2066.
• Elsheikh, A. H., Abd Elaziz, M., & Vendan, A. (2022). Modeling ultrasonic welding of polymers using an optimized artificial intelligence model using a gradient-based optimizer. Welding in the World, 66(1), 27-44.
• Houssein, E. H., Deb, S., Oliva, D., Rezk, H., Alhumade, H., & Said, M. (2021). Performance of gradient-based optimizer on charging station placement problem. Mathematics, 9(21), 2821.
• Ahmadianfar I, Bozorg-Haddad O, Chu X (2020) Gradient-based optimizer: a new metaheuristic optimization algorithm. Inform Sci 540:131–159

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Paper Highlights

• از یک روش عددی برای به دست آوردن فرم خود متعادل سازه های کشبستی نامنظم استفاده شده است.
• فرم بهینه خود متعادل برای چهار سازه‌ی کشبستی شش گرهی، هشت گرهی، ده گرهی و دوازده گرهی به دست آمده است.
• از روش چگالی نیرو و الگوریتم بهینه سازی ژنتیک برای فرم‌یابی سازه های کشبستی نامنظم استفاده شده است.

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Paper References

• Zhang, P., Zhou, J., & Chen, J. (2021),“Form-finding of complex tensegrity structures using constrained optimization method,” Composite Structures, 268, pp 113971.
• Koohestani, K. (2020), “Innovative numerical form-finding of tensegrity structures,” International Journal of Solids and Structures, 206, pp 304-313.
• Ma, S., Yuan, X. F., & Xie, S. D. (2019), “A new genetic algorithm-based topology optimization method of tensegrity tori,” KSCE Journal of Civil Engineering, 23(5),pp 2136-2147.
• Gan, B. S., Zhang, J., Nguyen, D. K., & Nouchi, E. (2015),“Node-based genetic form-finding of irregular tensegrity structures,” Computers & Structures, 159, pp 61-73.
• Ali, N. B. H., Rhode-Barbarigos, L., Albi, A. A. P., & Smith, I. F. (2010), “Design optimization and dynamic analysis of a tensegrity-based footbridge,” Engineering Structures, 32(11), pp 3650-3659.
• Skelton, R. E., & De Oliveira, M. C. (2009), “Tensegrity systems,” (Vol. 1). New York: Springer.
• Quirant, J., Kazi-Aoual, M. N., & Motro, R. (2003),“Designing tensegrity systems: the case of a double layer grid,” Engineering structures, 25(9), pp 1121-1130.

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