混凝土受拉软化特性对完全联合承载蜗壳非线性有限元分析的影响研究
申艳 叶锐
混凝土受拉软化特性对完全联合承载蜗壳非线性有限元分析的影响研究
The Effect Study of Complete Bearing Spiral Case under Different Three-point Bending Beam of Concrete
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