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Published in 2021 at "Indian Geotechnical Journal"
DOI: 10.1007/s40098-021-00556-1
Abstract: Large diameter monopiles are considered to be sustainable foundations for supporting large offshore wind turbines in shallow to medium water depths. In view of the offshore environment, lateral response of the monopile usually governs its…
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Keywords:
diameter monopiles;
large diameter;
ultimate lateral;
lateral capacity ... See more keywords
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Published in 2024 at "Geomechanics and Geophysics for Geo-Energy and Geo-Resources"
DOI: 10.1007/s40948-024-00874-7
Abstract: Deploying higher-capacity offshore wind turbines to meet the growing energy demand poses a significant challenge in designing their foundations. Monopiles currently constitute 80% of the foundation installations for these turbines. This study utilizes a nonlinear…
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Keywords:
lateral capacity;
capacity;
increasing ratio;
serviceability loading ... See more keywords
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Published in 2024 at "Journal of Earthquake Engineering"
DOI: 10.1080/13632469.2024.2401074
Abstract: ABSTRACT This study proposes a simplified theoretical model to predict the in-plane lateral capacity of unreinforced masonry (URM) walls, addressing limitations in current design guidelines based on semi-empirical approaches. Masonry walls are conceptualized as macroscale…
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Keywords:
lateral capacity;
unreinforced masonry;
model;
masonry walls ... See more keywords