4B Zhou, M L Accorsi, J W Leonard. Finite element formulation for modeling sliding cable elements.Computers and Structures, 2004; 82:271 - 280. 被引量：1
5Bilal M. Ayyub, et al. Posttensioned trusses: analysis and design[J]. Journal of Structural Engineering,ASCE, 1990,116(6). 被引量：1
6M. Aufaure. A there-node cable element ensuring the continuity of the horizontal tension: a clamp cable element[J]. Computers & Structures, 2000, 74: 243- 251. 被引量：1
7Karoumi R. Dynamic response of cable-stayed bridges subjected to moving vehicles[C]. IABSE 15th Congress, Demark, 1996,87-92. 被引量：1
8Walther R, Houriet B, Isler W, Moia P. Cable-stayed bridges[M]. London: Thomas Telford, 1988. 被引量：1
9Raid Karoumi. Some modeling aspects in the nolinear finite element analysis of cable supported bridges[J]. Computers & Structures, 1999,71:397-412. 被引量：1
10Abdel-Ghaffar Am. , Khalifa MA. Importance of cable vibration in dynamics of cable-stayed bridges[J].Journal of Engineering Mechanics, ASCE, 1991,117,2571-2589. 被引量：1
