Analytical method for free vibration of steel pipe piles partially submerged in water and penetrated in layered soil-Reference-Cited by-同舟云学术

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Analytical method for free vibration of steel pipe piles partially submerged in water and penetrated in layered soil

Published:2024-11 Issue: Volume:311 Page:118989
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Xu Rongqiao^ORCID,Zhao Kexuan,Shen Jiafeng,Cai Jinbiao,Wang Jinfeng,Jin Longlin

Publisher

Elsevier BV

Reference50 articles.

1. On natural frequencies of a transversely isotropic cylindrical panel on a Kerr foundation;Cai;J. Sound Vib.,2000

2. Horizontally loaded steel pipe piles anchored in bare and hard rock under deep water condition: parametric analysis;Chang;Ocean Eng.,2022

3. Analytical solution for kinematic response of offshore piles under vertically propagating S-waves;Chen;Ocean Eng.,2022

4. Free vibration of multi-layered spherically isotropic hollow spheres;Chen;Int. J. Mech. Sci.,2001

5. A new numerical approach to the hyperstatic reaction method for segmental tunnel linings;Do;Int. J. Numer. Anal. Methods GeoMech.,2014

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