Fatigue and residual strength of concrete-filled tubular X-joints with full capacity welds-Reference-Cited by-同舟云学术

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Fatigue and residual strength of concrete-filled tubular X-joints with full capacity welds

Published:2014-09 Issue: Volume:100 Page:21-35
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Qian Xudong,Jitpairod Kittikun,Marshall Peter,Swaddiwudhipong Somsak,Ou Zhiyong,Zhang Yang,Pradana Mochamad Raditya

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference47 articles.

1. Curved concrete filled steel tubular (CCFST) built-up members under axial compression: experiments;Han;J Constr Steel Res,2012

2. Approvals for grouted joints in offshore substructures;Lohaus;Bautechnik,2013

3. Nonlinear static and cyclic analysis of concrete-filled steel columns;Valipour;J Constr Steel Res,2010

4. Numerical analysis of high-strength concrete-filled steel tubular slender beam-columns under cyclic loading;Patel;J Constr Steel Res,2014

5. Seismic behavior of confined square CFT columns;Mao;Eng Struct,2006

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1. Compressive load capacity of CHS X-joints: The Efficacy of doubler plates;Marine Structures;2024-09

2. Parametric study and neural network-based prediction for stress concentration factor of concrete-filled steel tubular T-joint;Ocean Engineering;2024-08

3. The fatigue performance of DY-type joints in self-stressed concrete-filled steel tubes;Structures;2024-07

4. Parametric study of stress concentration factors in KT connections reinforced with concrete subjected to axial loads;Ocean Engineering;2024-04

5. Fatigue assessment of CFST joints using the effective notch stress approach;Journal of Constructional Steel Research;2024-03

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