1J. M. Martínez. Two-Phase Model Algorithm with Global Convergence for Nonlinear Programming[J] 1998,Journal of Optimization Theory and Applications(2):397~436
2S. Bellavia. Inexact Interior-Point Method[J] 1998,Journal of Optimization Theory and Applications(1):109~121
3G D Ste{anou. Dynamic response o{ tension cable structures due to wind loads[J]. Computers Struc- tures, 1992, 43(2): 365--372.
4C Walker, P J Stafford. The use of modal-combination rules with cable-stayed bridges[J]. Proceedings of the Institution of Civil Engineers: Bridge Engineering, 2010, 163(4): 225--240.