Experimental and numerical study of resistance of multi-cell L-shaped concrete-filled steel tubular stub columns under biaxial eccentric compressive loading-Reference-Cited by-同舟云学术

Experimental and numerical study of resistance of multi-cell L-shaped concrete-filled steel tubular stub columns under biaxial eccentric compressive loading

Published:2023-07 Issue: Volume:70 Page:106399
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Shen Yanfei^ORCID,Tu Yongqing,Li Tongliang,Li Yong

Funder

Natural Sciences and Engineering Research Council of Canada

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference50 articles.

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3. Test study on behavior of T-shaped concrete filled steel tubular short columns under axial compression;Du;J. Huazhong Univ. Sci. Technol.,2008

4. Experimental and numerical study of fire performance of L-shaped concrete-filled steel tubular columns under eccentric compression;Wei;J. Build. Eng.,2022

5. Experimental and numerical investigation on the seismic behavior of plane frames with special-shaped concrete-filled steel tubular columns;Tang;J. Build. Eng.,2021

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