A new hysteretic seabed model for riser-soil interaction-Reference-Cited by-同舟云学术

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A new hysteretic seabed model for riser-soil interaction

Published:2019-03 Issue: Volume:64 Page:360-378
ISSN:0951-8339
Container-title:Marine Structures
language:en
Short-container-title:Marine Structures

Author:

Zargar Ehssan,Kimiaei Mehrdad,Randolph Mark

Funder

Centre for Offshore Foundation Systems

Australian Research Council Centre of Excellence for Geotechnical Science and Engineering

Lloyd’s Register Foundation Chair and Centre of Excellence in Offshore Foundations

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,General Materials Science

Reference28 articles.

1. Interaction model for steel compliant riser on soft seabed;Aubeny,2008

2. Riser solutions for ultra-deep water developments;Lim,2003

3. Freestanding risers in the gulf of Mexico – a unique solution for challenging field development configurations;Maclure,2007

4. Steel catenary riser touchdown point vertical interaction models;Bridge,2004

5. Simple analytical models for the J-lay problem;Lenci;Acta Mech,2005

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1. Numerical study on the effect of SLWR buoyancy configuration on pipe-soil interaction based on co-rotational method;Proceedings of the Institution of Mechanical Engineers, Part M: Journal of Engineering for the Maritime Environment;2024-08-01

2. Nonlinear dynamic response of touchdown zone for steel catenary riser under multiple internal solitary waves;Ocean Engineering;2024-04

3. Research on the Effect Of Water on Riser-Clay-Water Interaction and Analysis of the Riser Movement Form;2024

4. Incorporation of the riser-seabed-seawater interaction effects into the trench formation and fatigue response of steel catenary risers in the touchdown zone;Ocean Engineering;2023-12

5. A hybrid model to simulate the trench effect on the fatigue analysis of steel catenary risers in the touchdown zone;CAN GEOTECH J;2023

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