Experimental and theoretical investigation on residual bearing capacity of CFDST-T joints after lateral impact-Reference-Cited by-同舟云学术

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Experimental and theoretical investigation on residual bearing capacity of CFDST-T joints after lateral impact

Published:2024-05 Issue: Volume:84 Page:108462
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Yan Qingfeng,Zhang Jigang,Ma Zhehao,Liu Feifei,Song Hanyu,Zhao Guoliang,Gu Chi

Funder

National Natural Science Foundation of China

Natural Science Foundation of Guangdong Province

Natural Science Foundation of Shandong Province

National Natural Science Foundation of China-Shandong Joint Fund

Publisher

Elsevier BV

Reference34 articles.

1. Review of fatigue assessment approaches for tubular joints in CFST trusses;Wei;Int. J. Fatig.,2018

2. Behavior of T-shaped CFST column and U-shaped steel-concrete composite beam joints;Xu;J. Build. Eng.,2021

3. Axial hysteretic behavior test of doubler plate reinforced square tubular T-joints;Chang;J. Build. Struct.,2017

4. Development of welded tubular joints and comparison of fatigue behaviour;Jiang;J. Build. Struct.,2019

5. Experimental study on fatigue behavior of Q460C high strength steel welded tubular T-joints under axial loading;Cheng;China Civ. Eng. J.,2017

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