分析了U形钢束作用下索塔锚固区应力大小及分布情况。
The stress distribution of cable-pylon anchorage zones under U-prestressing tendon is analyzed.
本文简要介绍了索塔锚固区节段足尺模型试验及试验结果。
This thesis sets out to make brief introduction of the full-scale model test and test result of the anchorage zone of the pylon.
天津保定桥为独塔单索面钢箱梁斜拉桥，索塔锚固区采用钢锚箱结构。
Steel anchor box structure was used in the cable-tower anchorage zone.
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