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Autor:
Lianyou Zhang, Limeng Ma, Xiaochun Sha, Yue Wei, Lei Zhu, Qiming Song, Yu Bai, Shuwen Li, Zhiyi Zhang
Publikováno v:
Thin-Walled Structures. 108:12-19
Experimental and numerical investigations on three large diameter concrete-filled high strength steel tubular (CFHSST) stub columns under axial compression were performed. The three large size steel tubes had the same dimension in the test. The outer