Assessment of existing steel frames: Numerical study, pseudo-dynamic testing and influence of masonry infills
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DOI: 10.1016/j.jcsr.2021.106873
Abstract: Abstract Most of existing steel multi-storey frames in Europe have been designed before the introduction of modern seismic design provisions, hence they often exhibit low performance under earthquake loads due to their low lateral resistance… read more here.
Keywords: steel; existing steel; infill; masonry infills ... See more keywords