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通过对两种不同配钢形式的6个钢骨混凝土异形柱双向偏心受压破坏试验,研究分析了这两种配钢形式异形柱的工作机理、破坏形态和极限承载力.
By analyzing the biaxial eccentric compression failure of six steel-reinforced concrete special-shaped columns with different types of steel, the working mechanism, failure mode and ultimate bearing capacity of the two special-shaped steel columns were analyzed.