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Engineering structures
In this study, nonlinear finite element (NLFE) analysis is conducted to determine the maximum shear capacity ( V m a x ) of stiffened steel plate shear walls (SSPSW) with rectangular openings. Results of a wide range of parametric study are presented
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0aab8962763a1a454f67493bf9f5f088
https://hdl.handle.net/10642/9336
https://hdl.handle.net/10642/9336