张福星.预应力撑杆柱索撑节点数值模拟和试验研究[D].镇江: 江苏科技大学, 2016.http://cdmd.cnki.com.cn/Article/CDMD-10289-1016736307.htm
MITH R J, ELLIS J S, MCCAFFREY G T.Buckling of a Single-Crossarm Stayed Column[J].Journal of the Structural Division, 1975, 101(1):249-268.
HAFEZ H H, TEMPLE M C, ELLIS J S.Pre-Tensioning of Single-Crossarm Stayed Columns[J].Journal of the Structural Division, 1979, 105(2):359-375.
TEMPLE M C.Buckling of Stayed Columns[J].Journal of the Structural Division, 1977, 103(4):839-851.
DOU C, PI Y L.Effects of Geometric Imperfections on Flexural Buckling Resistance of Laterally Braced Columns[J].Journal of Structural Engineering, 2016, 142(9):04016048. doi: 10.1061/(ASCE)ST.1943-541X.0001508
WADEE M A, GARDNER L, HUNT T A.Buckling Mode Interaction in Prestressed Stayed Columns[J].Proceedings of the ICE-Structures and Buildings, 2013, 166(8):403-412.
YU J L, WADEE M A. Mode Interaction in Triple-Bay Prestressed Stayed Columns[J]. International Journal of Non-Linear Mechanics, 2017, 88:47-66. doi: 10.1016/j.ijnonlinmec.2016.10.012
LI P C, LIANG C, YUAN J, et al. Stability of Steel Columns Stiffened by Stays and Multiple Crossarms[J]. Journal of Constructional Steel Research, 2018, 148:189-197. doi: 10.1016/j.jcsr.2018.05.020
许可冉.高性能钢预应力梁术构件极限承载性能研究[D].北京: 北京工业大学, 2012.http://cdmd.cnki.com.cn/Article/CDMD-10005-1012037269.htm
刘学春, 许可冉, 张爱林.高性能钢预应力撑杆柱整体稳定性能研究[J].建筑结构学报, 2011, 32(11):156-161.