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Response analysis of a long-span cable-stayed bridge with ultra-high piles subjected to near-fault ground motions considering deep-water, sedimentation, local site, and wave-passage effect

Crossref DOI link: https://doi.org/10.1186/s43251-024-00142-4

Published Online: 2024-11-15

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

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