Optimal probability distribution for SCFmax in KT-joints strengthened with concrete in wind turbine support structures-Reference-Cited by-同舟云学术

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Optimal probability distribution for SCFmax in KT-joints strengthened with concrete in wind turbine support structures

Published:2024-11 Issue: Volume:222 Page:108994
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Zavvar Esmaeil,Majidi Ajab Gul,Santos Paulo Rosa,Taveira-Pinto Francisco

Funder

Fundacao para a Ciencia e a Tecnologia

Publisher

Elsevier BV

Reference90 articles.

1. Fatigue life comparison of tubular joints in tripod and jacket offshore support substructures using 3D fatigue FE analysis;Muzaffer;KSCE J. Civ. Eng.,2024

2. Stress distribution on the CENTEC-TLP in still water and rated wind speed;Zavvar,2022

3. Stress distribution on the preliminary structural design of the CENTEC-TLP under still water and wave-induced loads;Zavvar;J. Marine Sci. Eng.,2024

4. A study on the local joint flexibility (LJF) of two-planar tubular DK-joints in jacket structures under in-plane bending loads;Ahmadi;Appl. Ocean Res.,2017

5. Circular hollow section X-connections near an open chord end: stress concentration factors;Nejad;J. Constr. Steel Res.,2021

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