Examination of the reduction in natural frequency of laterally loaded piles due to strain-dependence of soil shear modulus-Reference-Cited by-同舟云学术

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Examination of the reduction in natural frequency of laterally loaded piles due to strain-dependence of soil shear modulus

Published:2022-08 Issue: Volume:258 Page:111614
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Prendergast L.J.,Igoe D.

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference50 articles.

1. RP2A: Recommended Practice for Planning, Designing and Constructing Offshore Platforms - Working Stress Design. Washington, DC,2007

2. Design of monopiles for offshore wind turbines in 10 steps;Arany;Soil Dynam. Earthq. Eng.,2017

3. Evaluation of pile diameter effect on initial modulus of subgrade reaction;Ashford;Geotech. Geoenvironmental Eng.,2003

4. Numerical Modelling of Laterally Loaded Piles for Offshore Wind Turbines;Beuckelaers,2017

5. Integrated design method of monopile foundations for offshore wind turbines using a kinematic hardening soil model;Beuckelaers,2017

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1. Analytical framework for natural frequency shift of monopile-based wind turbines under two-way cyclic loads in sand;GEOMECH ENG;2024

2. Lateral Ultimate Capacity of Monopile Foundations for Offshore Wind Turbines: Effects of Monopile Geometry and Soil Stiffness Properties;Applied Sciences;2023-11-13

3. Gentle Driving of Piles at a Sandy Site Combining Axial and Torsional Vibrations: Quantifying the Influence of Pile Installation Method on Lateral Behavior;Journal of Geotechnical and Geoenvironmental Engineering;2023-11

4. Study on pile-soil bonding condition based on transient shock response using piezoceramic sensors;Journal of Low Frequency Noise, Vibration and Active Control;2023-08-13

5. Analysis of the response of a roadway bridge under extreme flooding-related events: Scour and debris-loading;Engineering Structures;2023-03

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