斜拉桥索塔
1.Simplified Method about Tension Distributing between Steel Anchorage Box and Concrete Pylon Wall on the Anchorage Section of Pylon of Cable-stayed Bridge
2.Stress response of the tower wall at the least favorable section of all of the single section on the cable tower anchor segments of the cable-stayed bridge was studied under the annular pre-stress with cable force and tensile force by comparing the experiment results of the full-scale model of segment with the results of the finite element simulation analysis according to the forced status of the cable tower under practical conditions.
