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    • closedAccess   Non-constant biaxial bending capacity assessment of CFST columns through interaction diagrams 

      Espinós, Ana; Albero, Vicente; Romero, M. L.; Mund, Maximilian; Meyer, Patrick; Schaumann, Peter Korea Institute of Science and Technology Information (2019)
      The mechanical response of concrete-filled steel tubular (CFST) columns subjected to pure compression or uniaxial bending was studied in depth over the last decades. However, the available research results on CFST columns ...