Nonlinear finite element analysis and parametric study of executable RCS connections
Nonlinear finite element analysis and parametric study of executable RCS connections
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London: Springer London
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English
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London: Springer London
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This paper compares the results of a nonlinear finite element analysis (FEA) of an internal hybrid steel beam to RC column connections with those of the experiment on a half-scale. This study used extended face bearing plates (EFBP) embedded in the panel zone (PZ) to make prefabricated RC column to steel beam connections (PRCS). Steel beam flanges...
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Full title
Nonlinear finite element analysis and parametric study of executable RCS connections
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TN_cdi_proquest_journals_2933532991
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https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_2933532991
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ISSN
2083-3318,1644-9665
E-ISSN
2083-3318
DOI
10.1007/s43452-022-00529-y
