[1] Armero, F., Ehrlich, D. 2006. Numerical modeling of softening hinges in thin Euler-Bernoulli beams. Computers and Structures, 84:641-656.

[2] Ma, H.W., 2006. Analysis of the displacement amplification ratio of bridge-type flexure hinge. Sensors and Actuators, p.5118-5125.

[3] Na, K.S., Kim, J.H., 2006. Deployment of a multi-link flexible structure. Journal of Sound and Vibration, 294:298-313.

[4] Pellegrino, S., Calladine, C.R., 1986. Matrix analysis of statically and kinematically indeterminate frameworks. International Journal of Solids Structures, 22(4):409-428.

[5] Pellegrino, S., Kwan, A.S.K., van Heerden, T.F., 1992. Reduction of equilibrium compatibility and flexibity matrices, in the force method. International Journal of Methods in Engineering, 35(6):1219-1236.

[6] Serna, M.A., López, A., Puente, I., Yong, D.J., 2006. Equivalent uniform moment factors for lateral-torsional buckling of steel members. Journal of Constructional Steel Research, 62(6):566-580.

[7] Tibert, G., 2002. Deployable Tensegrity Structures for Space Applications. Ph.D Dissertation, Royal Institute of Technology Department of Mechanics, Sweden.

[8] Yau, J.D., 2006. Stability of tapered I-beams under torsional moments. Finite Elements in Analysis and Design, 42(10):914-927.

[9] Yue, J.R., Guan, F.L., Hu, Q.B., 2001. Geometrical compatibility analysis for a kind of deployable space truss. China Civil Engineering Journal, 34:15-21 (in Chinese).

[10] Zhang, J.J., 2001. Design and Analysis Researches for Deployable Truss Structures Driven by Spring. Ph.D Dissertation, Zhejiang University, China (in Chinese).

[11] Zhao, M.L., Guan, F.L., 2005. Kinematic analysis of deployable toroidal spatial truss structures for large mesh antenna. Journal of the International Association for Shell and Spatial Sructures, 46:195-204.