Experimental and numerical studies on the behavior of composite columns with prefabricated self-compacting mortar (SCM) stay-in-place (SIP) formwork and post-cast normal-strength core concrete were presented.

中文翻译：

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固定模板柱横截面形状对轴压性能的影响


对预制自密实砂浆（SCM）原位（SIP）模板和后浇普通强度核心混凝土组合柱的性能进行了实验和数值研究。