Espinós Capilla, A.; Albero Gabarda, V.; Romero, ML.; Mund, M.; Meyer, P.; Schaumann, P. (2019). Non-constant biaxial bending capacity assessment of CFST columns through interaction diagrams. Steel and Composite Structures. 32(4):521-536. https://doi.org/10.12989/scs.2019.32.4.521
Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/145858
Title: | Non-constant biaxial bending capacity assessment of CFST columns through interaction diagrams | |
Author: | Mund, M. Meyer, P. Schaumann, P. | |
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[EN] 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 ...[+]
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Copyrigths: | Cerrado | |
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Publisher version: | https://doi.org/10.12989/scs.2019.32.4.521 | |
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The authors gratefully acknowledge "Conselleria d Educacio, Investigacio, Cultura i Esport" of the Valencian Community (Spain) for funding the project GV/2017/026. The authors would also like to thank Leibniz Universitat ...[+]
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