Ultimate behavior of steel cable-stayed bridges - I. Rational ultimate analysis method -
Crossref DOI link: https://doi.org/10.1007/s13296-016-6027-8
Published Online: 2016-06-30
Published Print: 2016-06
Update policy: https://doi.org/10.1007/springer_crossmark_policy
Kim, Seungjun
Won, Deok Hee
Kang, Young Jong
License valid from 2016-06-01