2Kangas S, Helmicki A, Hunt V, et al. Cable-stayed brid- ges:case study for ambient vibration-based cable tension estimation [ J ]. Journal of bridge engineering, 2012,17 : 839- 846. 被引量:1
3E1 Araby E1 Shenawy. Form finding for eable-stayed and extradosed bridges [ D ]. Berlin: Planen Banen Umwelt der Teehnisehen Universitgt Berlin,2013. 被引量:1
4Kim Ho-Kyung, Lee Myeong-Jae, Chang Sung-Pil. Non- linear shape-finding analysis of a self-anchored suspen- sion bridge [ J ]. Engineering Structures, 2002,24 ( 12 ) : 1547-1559. 被引量:1
5Raid Karoumi. Some modeling aspects in the nonlinear fi- nite element analysis of cable supported bridges [ J ]. Computers and Structures, 1999,71:397-412. 被引量:1
7Heinz Pircher,Gerard Marchon. Single strand tensioning of cable stayed structures computer simulation of the ten- siouing procedure [ Z ]. Graz TDV-GmbI-1,2006. 被引量:1