VIRLOGEUX M.Recent Evolution of Cable-stayed Bridges[J].Engineering Structures,1999,21(8):737-755.
[6]
LI Xing-hua,AN Qun-hui,WANG Jie-zao.Test of Anchoring Zone on the Cable Tower of Wuhu Yangtze River Bridge[J].China Railway Science,2001,22(5):103-106.
WEI Qi-fen.Application of Steel Anchor Boxes to Anchorage Zones in Pylons of Cable-stayed Bridges[J].World Bridges,2008(2):27-30.
[11]
ZHENG Zhou-jun,TONG Zhi-yang.Mechanical and Parameter Analysis of Cable-to-pylon Anchorage Zone with Built-in Steel Anchor Box[J].Bridge Construction,2009(S2):61-66.
[12]
Bridge Science Research Institute Ltd., China Zhongtie Major Bridge Engineering Group.Report of Full-scale Anchorage Zones Experiment for Sutong Bridge[R].Wuhan:Bridge Science Research Institute Ltd., China Zhongtie Major Bridge Engineering Group,2006.
[13]
Bridge Science Research Institute Ltd., China Zhongtie Major Bridge Engineering Group.Report of Full-scale Experiment and Research on Safety,Reliability,Durability of Anchorage Zones for Edong Changjiang River Highway Bridge,Long-span Hybrid Girder Cable-stayed Bridge[R].Wuhan:Bridge Science Research Institute Ltd., China Zhongtie Major Bridge Engineering Group,2008.
WANG Xin,LU Zhi-tao.Analysis of Load Transferring and Distribution in Anchorage Zone of Steel-concrete Composite Pylon Under Inclined Cable Forces[J].Journal of Southeast University:Natural Science Edition,2006(4):585-589.
[16]
ZHENG Zhou-jun,CHEN Kai-li.Study on Mech-anism of Shear Studs for Joining Section of Hybrid Girder Cable Stayed Bridge[J].Journal of Wuhan University of Technology:Transportation Science & Engineering,2008,32(4):767-770.
[17]
ZHENG Zhou-jun,CHEN Kai-li,TONG Zhi-yang.Study on Mechanism of Shear Studs for Joining Section of Hybrid Girder Cable Stayed Bridge[J].Steel Construction,2009,24(9):28-32.
