Seismic behaviour of self-centring hybrid steel frames equipped with SMA plates under mainshock–aftershock sequences
Author:
Funder
Fundamental Research Funds for the Central Universities
National Natural Science Foundation of China
Publisher
Elsevier BV
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4. Tests, numerical simulations and design of G550 high strength cold-formed steel lipped channel section columns failing by interactive buckling;Mei;Thin Walled Struct.,2023
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