Study on Seismic Design Method of 30-Storey Self-Centering Buckling-Restrained Brace Steel Frame Considering the Influence of High Order Vibration Modes
Crossref DOI link: https://doi.org/10.1007/978-981-97-6238-5_48
Published Online: 2024-12-10
Published Print: 2025
Update policy: https://doi.org/10.1007/springer_crossmark_policy
Wang, Binlei
Tan, Xiao
Text and Data Mining valid from 2024-12-10
Version of Record valid from 2024-12-10
Chapter History
First Online: 10 December 2024