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双轴拉压混凝土的空间徐变模型研究

Supported by: 西南交通大学峨眉校区高层次人才队伍建设科研支撑项目

Pre One:
UHPC加固混凝土结构界面疲劳性能研究
Next One:
基于应变能密度的钢管混凝土高墩强震失效机理研究

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