Lateral-torsional buckling performance of high strength steel rectangular hollow section beam-columns-Reference-Cited by-同舟云学术

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Lateral-torsional buckling performance of high strength steel rectangular hollow section beam-columns

Published:2023-08-25 Issue: Volume: Page:1-14
ISSN:1537-6494
Container-title:Mechanics of Advanced Materials and Structures
language:en
Short-container-title:Mechanics of Advanced Materials and Structures

Author:

Huang Bin¹,Zhang Wen Fu¹

Affiliation:

1. Nanjing Institute of Technology, Nanjing, Jiangsu, China

Funder

General projects of innovation fund of Nanjing Institute of Technology

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,General Mathematics,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15376494.2023.2249870

Reference49 articles.

1. Long-term lateral-torsional buckling behavior of pin-ended CFST arches under uniform radial loads and temperature field

2. Out-of-plane buckling of functionally graded porous arches reinforced by graphene platelets in a thermal environment

3. Stability Analysis of Thin-Walled Structures in Torsion

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