Modelling of foundation damping in time-domain analysis of monopile supported offshore wind turbine structures-Reference-Cited by-同舟云学术

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Modelling of foundation damping in time-domain analysis of monopile supported offshore wind turbine structures

Published:2024-11 Issue: Volume:98 Page:103672
ISSN:0951-8339
Container-title:Marine Structures
language:en
Short-container-title:Marine Structures

Author:

Guo Peng,Ling Haowei,Zhang Youhu^ORCID,Di Tongyu

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference35 articles.

1. Offshore wind turbine monopile foundations: design perspectives;Gupta;Ocean Eng,2020

2. Updated CPT-based p–y formulation for laterally loaded piles in cohesionless soil under static loading;Suryasentana;Geotechnique,2016

3. Scaling of lateral pile p-y response in clay from laboratory stress-strain curves;Zhang;Mar Struct,2017

4. Application of the PISA design model to monopiles embedded in layered soils;Burd;Geotechnique,2020

5. PISA design model for monopiles for offshore wind turbines: application to a marine sand;Burd;Geotechnique,2020

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