Stability of Large-Size and High-Strength Steel Angle Sections Affected by Support Constraint-Reference-Cited by-同舟云学术

Stability of Large-Size and High-Strength Steel Angle Sections Affected by Support Constraint

Published:2020-10-13 Issue:1 Volume:21 Page:85-99
ISSN:1598-2351
Container-title:International Journal of Steel Structures
language:en
Short-container-title:Int J Steel Struct

Author:

Sun Yun^ORCID,Guo Yaojie,Chen Haoyuan,Cao Ke

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s13296-020-00419-0.pdf

Reference28 articles.

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3. ASCE 10-15 (2015). Design of latticed steel transmission structures. Washinton DC: ASCE.

4. Ban, H. Y. (2012). Research on the overall buckling behavior and design method of high strength steel columns under axial compression. Beijing: Tsinghua University.

5. Ban, H., Shi, G., Shi, Y., & Wang, Y. (2012a). Overall buckling behavior of 460 MPa high strength steel columns: Experimental investigation and design method. Journal of Constructional Steel Research, 74, 140–150. https://doi.org/10.1016/j.jcsr.2012.02.013.

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