1. Chen, Y., Shen, Z., & Xi, C. (1992). Study on seismic behavior of space truss considering roof slab interaction. In Proceedings of 6th Spatial Structure Conference (pp. 236–241). Guangzhou.
2. Chen, Y., & Xu, Y. (1983). Seismic response analysis of space latticed trusses. Journal of Tongji University, 1, 44–57.
3. China Academy of Building Science. (2010). Technical specification for space frame structures (JGJ7–2010). Ministry of Housing and Urban-Rural Development of the PRC. Retrieved December 17, 2021, from http://www.jianbiaoku.com/webarbs/book/201/59522.shtml.
4. Degertekin, S. O. (2008). Harmony search algorithm for optimum design of steel frame structures: A comparative study with other optimization methods. Structural Engineering and Mechanics, 29(4), 391–410. https://doi.org/10.12989/sem.2008.29.4.391
5. Doan, Q. H., & Lee, D. (2018). Optimal formation assessment of multi-layered ground retrofit with arch-grid units considering buckling load factor. International Journal of Steel Structures, 19, 269–282. https://doi.org/10.1007/s13296-018-0115-x