[1] S. Qingxuan, Y. Ying, and B. Wang. "Experimental investigation on the seismic performance of concrete-filled steel tubular joints in diagrid structures." Structures. Vol. 31. Elsevier, 2021.
[2] H. Jahangir, M. Bagheri, “Evaluation of Seismic Response of Concrete Structures Reinforced by Shape Memory Alloys", International Journal of Engineering, 2020; 33(3): 410-418. DOI: 10.5829/IJE.2020.33.03C.05.
[3] A., Terán-Gilmore, S., Roeslin, E., Tapia-Hernández, & E., Cuadros-Hipólito, (2021). "Displacement-based design of tall earthquake-resistant diagrid systems." Journal of Building Engineering, 35, 102022.
[4] Y. Kim, M. Kim, I. Jung, Y. Ju, S. K.-E. Structures, and undefined 2011, “Experimental investigation of the cyclic behavior of nodes in diagrid structures,” Elsevier.
[5] N. Panchal, V. P.-J. of R. in E. and, and undefined 2014, “Diagrid structural system: Strategies to reduce lateral forces on high-rise buildings,” academia.edu.
[6] R. Deshpande, S. Patil, S. R.-I. research journal of, and undefined 2015, “Analysis and Comparison of Diagrid and Conventional Structural System,” irjet.net.
[7] M. Shah, S. Mevada, V. P.-I. J. of, and undefined 2016, “Comparative Study of Diagrid Structures with Conventional Frame Structures,” ingentaconnect.com.
[8] D. Mascarenhas and D. Aithal, “Study on Diagrid Structures with Various Aspect Ratio under the Action of Wind,” 2017.
[9] K. Kamath, S. Hirannaiah, J. N.-P. in Science, and undefined 2016, “An analytical study on performance of a diagrid structure using nonlinear static pushover analysis,” Elsevier.
[10] M. Hegde, “Comparative Analysis of Conventional Steel Structure with Diagrid Structures of varied angles,” 2017.
[11] E. Mele, M. Toreno, G. Brandonisio, and A. De Luca, “Diagrid structures for tall buildings: case studies and design considerations,” Struct. Des. Tall Spec. Build., vol. 23, no. 2, pp. 124–145, Feb. 2014.
[12] G. Montuori, E. Mele, G. B.-T. S. D., and undefined 2014, “Design criteria for diagrid tall buildings: Stiffness versus strength,” Wiley Online Libr.
[13] G. Montuori, E. Mele, G. Brandonisio, A. D. L.-E. Structures, and undefined 2014, “Secondary bracing systems for diagrid structures in tall buildings,” Elsevier.
[14] B. Ekici, S. Kutucu, İ. S. (CEC), 2015 IEEE, and undefined 2015, “Addressing the high-rise form finding problem by evolutionary computation,” ieeexplore.ieee.org.
[15] I. Chatzikonstantinou, B. E. (CEC), 2015 IEEE, and undefined 2015, “Multi-objective diagrid façade optimization using differential evolution,” ieeexplore.ieee.org.
[16] P. Isaac, B. I.-I. R. J. of E. and, and undefined 2017, “Comparative study of performance of high rise buildings with diagrid, hexagrid and octagrid systems under dynamic loading,” irjet.net.
[17] P. MALI, D. W.-J. of, and undefined 2018, “Comparative Study of Seismic Performance of Conventional Tube Structures and Diagrid Structure,” engineeringjournals.stmjournals.in.
[18] D. Ballur and M. Manjunath, “Analytical study of diagrid structural system for rectangular and rectangular-chamfered multistory building,” 2017.
[19] G. Dethe, M. Banagar, P. Kenjale, A. Das, M. D.- Analysis, and undefined 2018, “Analysis of Diagrid Structure,” irjet.net.
[20] L. Simone, C. Passoni, A. Marini, A. B. on S. R., and undefined 2016, “Diagrid solutions for a sustainable seismic, energy, and architectural upgrade of European RC buildings,” aisberg.unibg.it.
[21] O. Elhami, N. A.-M. C. E. journal, and undefined 2018, “Estimation of Diagrid Structures Response Factor,” mcej.modares.ac.ir.
[22] T. Li, T. Y. Yang, G. Tong, D. P. Tung, and Y. Li, “Performance-based seismic design and evaluation of fused steel diagrid frame,” Earthq. Spectra, p. 121017EQS257M, Jul. 2018.
[23] C. Liu, Q. Li, Z. Lu, and H. Wu, “A review of the diagrid structural system for tall buildings,” Struct. Des. Tall Spec. Build., vol. 27, no. 4, p. e1445, Mar. 2018.
[24] D. Varkey and M. George, “Dynamic Analysis Of Diagrid System With Complex Shape,” ijiset.com.
[25] G. M. Montuori, E. Mele, G. Brandonisio, and A. De Luca, “Design criteria for diagrid tall buildings: Stiffness versus strength,” Struct. Des. Tall Spec. Build., vol. 23, no. 17, pp. 1294–1314, Dec. 2014.
[26] J. Lee, J. Kong, J. K.-I. J. of S. Structures, and undefined 2018, “Seismic Performance Evaluation of Steel Diagrid Buildings,” Springer.
[27] D. Rutten, “Grasshopper: Generative Modeling for Rhino. Version 0.7. 0045,” Comput. Software]. Robert McNeel Assoc. Retrieved from www. Grasshopp. com, 2010.
[28] A. Tedeschi and S. Andreani, AAD, Algorithms-aided Design: Parametric Strategies Using Grasshopper. Le Penseur Publisher, 2014.
[29] C. Preisinger, “Karamba: parametric structural modeling,” Comput. Softw., 2011.
[30] C. Preisinger, “Linking structure and parametric geometry,” Archit. Des., vol. 83, no. 2, pp. 110–113, 2013.
[31] R. McNeel and others, “Rhinoceros,” NURBS modleing Wind. http//www. rhino3d. com/jewelry. htm, 2015.