1. The tests have shown that there is more than sufficient joint rotation capacity available to enable a pyramidal unit in a space truss constructed from a commercial system to be deformed, so as to allow space truss shaping to occur, with Kim Jin Woo (1999). Shape Formation and Analhsis of Diamond-Shaped Grid Dome.The Conference of the Korean Society of Civil Engineers, KSCE, Korea, Vol. 1, pp. 185–188.
2. Kim, Jin Woo (2000). Analysis and Test of Dome-Shaped Space Truss.Journal of the Korean Society of Civil Engineers, Vol. 20, No. 1-A, pp. 39–46.
3. Kim, J. W. & L. C. Schmidt (2000). Test of Deployable Dome-Shaped Space Truss.International Conference on Computing in Civil and Building Engineering (ICCCBE-), ASCE, California(USA), Vol. 1, pp. 66–73.
4. L. C. Schmidt & Dehdashti, G. (1993). Shape Creation and Erection of Metal Space Structures by Means of Post-Tensioning. Space Structures 4, GAR Parke & C.M. Howard. (Eds.), Vol. 1, Thomas Telford, London, pp. 69–77.
5. L. C. Schmidt & Li, H. (1995). Geometric Models of Deployable Metal Domes.J. of Architectural Engineering, Vol. 1, No. 3, pp. 115–120.