Inelastic seismic response of steel bracing members
By R. Tremblay. 2002
322 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/ec9a3013196622eeeb112d6e7bc7d5e729cd1461
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In Civil and Structural Engineering
Citations in the corpus
- Cyclic testing and numerical modelling of carbon steel and stainless steel tubular bracing members (2010, methodology): “Among the models of the same material, the variation of number of cycles to fracture and energy dissipation with global and local slenderness was similar to that observed in previous studies [6, 7, 9] – in general, the number of cycles to fracture increases with increasing global slenderness and dec”