Transient dynamic analysis of pile foundation responses due to ocean waves using the scaled boundary finite element method
Crossref DOI link: https://doi.org/10.1007/s40722-016-0047-5
Published Online: 2016-03-16
Published Print: 2016-05
Update policy: https://doi.org/10.1007/springer_crossmark_policy
Li, Miao
Guan, Hong
Zhang, Hong
Text and Data Mining valid from 2016-03-16