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Simplified design of nonlinear damper parameters and seismic responses for long-span cable-stayed bridges with nonlinear viscous dampers

Crossref DOI link: https://doi.org/10.1007/s11709-024-1033-y

Published Online: 2024-07-05

Published Print: 2024-07

Update policy: https://doi.org/10.1007/springer_crossmark_policy

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