Modal analysis of natural dynamic frequency for a double deck cable-stayed steel bridge by using finite element method
Crossref DOI link: https://doi.org/10.1007/s44290-024-00123-6
Published Online: 2024-11-13
Update policy: https://doi.org/10.1007/springer_crossmark_policy
Kumar, Saket
Nallasivam, K. https://orcid.org/0000-0003-0749-3744
Text and Data Mining valid from 2024-11-13
Version of Record valid from 2024-11-13
Article History
Received: 2 July 2024
Accepted: 4 November 2024
First Online: 13 November 2024
Declarations
:
: Not applicable.
: The authors declare no competing interests.