A numerical study on the ultimate load of offshore two-planar tubular TT-joints reinforced with internal ring stiffeners at fire-induced elevated temperatures
Author:
Funder
University of Tabriz
Publisher
Elsevier BV
Subject
Ocean Engineering,Environmental Engineering
Reference30 articles.
1. Eurocode 3: Design of Steel Structures, Part 1-2: Structural Fire Design,2005
2. A probability distribution model for SCFs in internally ring-stiffened tubular KT-joints of offshore structures subjected to out-of-plane bending loads;Ahmadi;Ocean Eng.,2016
3. Parametric study on structural behavior of tubular K-joints under axial loading at fire-induced elevated temperatures;Azari Dodaran;Thin-Walled Struct.,2018
4. Static strength of axially loaded tubular KT-joints at elevated temperatures: study of geometrical effects and parametric formulation;Azari Dodaran;Mar. Struct.,2018
5. Structural behavior of right-angle two-planar tubular TT-joints subjected to axial loadings at fire-induced elevated temperatures;Azari-Dodaran;Fire Saf. J.,2019
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2. Identification of the most suitable probability distributions for ultimate strength of FRP-strengthened X-shaped tubular joints under axial loads;Ocean Engineering;2023-12
3. Static Strength of Tubular K-Joints Reinforced with Outer Plates under Axial Loads at Ambient and Fire Conditions;Metals;2023-11-06
4. Numerical and experimental study on structural behavior of restrained CHS T-joints in transient fire tests;Structures;2023-02
5. Simplified methods for the strength of ring-stiffened tubular T/Y-joints;Ships and Offshore Structures;2022-08-26
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