Numerical analysis of buckling behaviour of timber-encased steel composite columns under axial compression-Reference-Cited by-同舟云学术

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Numerical analysis of buckling behaviour of timber-encased steel composite columns under axial compression

Published:2023-07-07 Issue: Volume: Page:1-19
ISSN:1748-0272
Container-title:Wood Material Science & Engineering
language:en
Short-container-title:Wood Material Science & Engineering

Author:

Xu Feiyang¹,Meng Xinmiao²,Hu Qibin³,Gao Ying¹

Affiliation:

1. College of Materials Science and Technology, Beijing Forestry University, Beijing, People’s Republic of China

2. Department of Civil Engineering, Beijing Forestry University, Beijing, People’s Republic of China

3. Faculty of Engineering, University of Alberta, Edmonton, Canada

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

General Materials Science

Link

https://www.tandfonline.com/doi/pdf/10.1080/17480272.2023.2228272

Reference59 articles.

1. Behaviour and design of composite columns incorporating compact high-strength steel plates

2. Buildings as a global carbon sink

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Axial compressive performance of cruciform timber-encased steel composite columns: Experimental investigation and buckling analysis through 3D laser scanning;Thin-Walled Structures;2024-08

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