GAO Jian,PEI Min-shan.Analysis of Space Stress in Anchoring Box Between Cable and Beam of Long-span Cable-stayed Bridge[J].Journal of Architecture and Civil Engineering,2006,23(3):66-70.
MANABE Y,HIRAHARA N,MUKASA N,et al.Accuracy Control on the Construction of Tatara Bridge[C]//IABSE.Cable-stayed Bridges-Past,Present and Future.Zurich:IABSE,1999:322-331.
[4]
秦顺全.桥梁施工控制——无应力状态法理论与实践[M].北京:人民交通出版社,2007.
[5]
QIN Shun-quan.Bridge Construction Control-The-ory and Practice of Unstress State Method[M].Beijing:China Communications Press,2007.
ZHOU Xu-hong,DAI Peng,DI Jin.Optimization Analysis of Cable Tensions of Dead Load State for Cable-stayed Bridge with Steel Box Girder[J].Journal of Architecture and Civil Engineering,2007,24(2):19-23.
[9]
SAAFANA S A.Theoretical Analysis of Suspension Bridges[J].Journal of the Structural Division,1966,92(ST4):1-11.
CHEN Chang-song,YAN Dong-huang,CHEN Zheng-qing.Nonlinear Analysis of Two-node Accurate Catenary Cable Element with Arbitrary Rigid Arms[J].Engineering Mechanics,2007,24(5):29-34.
CHEN Chang-song,YAN Dong-huang,CHEN Zheng-qing.Construction Control of Self-adaptive Zero-stress Configure for Super Long-span Cable-stayed Bridge[J].Journal of China & Foreign Highway,2008,28(1):64-67.
LI Qiao,BU Yi-zhi,ZHANG Qing-hua.Whole-pro-cedure Adaptive Construction Control System Based on Geometry Control Method[J].China Civil Engin-eering Journal,2009,42(7):69-77.
YAN Dong-huang,CHEN Chang-song,TU Guang-ya.Temperature Influence and Its Field Correction During Construction Control of Concrete Cable-stayed Bridge[J].China Journal of Highway and Transport,2006,19(4):71-76.