Axial-Shear-Flexural Interaction Behavior of a Double-Span Steel Beam Under a Column-Loss State Using the Pushdown Method-Reference-Cited by-同舟云学术

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Axial-Shear-Flexural Interaction Behavior of a Double-Span Steel Beam Under a Column-Loss State Using the Pushdown Method

Published:2023-03-06 Issue:3 Volume:23 Page:675-691
ISSN:1598-2351
Container-title:International Journal of Steel Structures
language:en
Short-container-title:Int J Steel Struct

Author:

Subki Nur Ezzaryn Asnawi^ORCID,Mansor Hazrina^ORCID,Sahol Hamid Yazmin^ORCID,Parke Gerard A. R.

Funder

Institute of Research Management and Innovation, Universiti Teknologi MARA

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s13296-023-00721-7.pdf

Reference64 articles.

1. ABAQUS. (2014a). ABAQUS Theory Guide. (Dassault Systèmes) Retrieved November 25, 2021, from http://130.149.89.49:2080/v6.14/books/stm/default.htm

2. ABAQUS. (2014b). Abaqus/CAE user’s guide. (Dassault Systèmes) Retrieved November 6, 2017, from http://abaqus.software.polimi.it/v6.14/books/usi/default.htm

3. ABAQUS. (2014c). Getting Started with ABAQUS: Interactive Edition. (Dassault Systèmes) Retrieved September 20, 2017, from http://abaqus.software.polimi.it/v6.14/books/gsa/default.htm

4. ABAQUS Version 16.4. (2014d). Dassault Systèmes Simulia Corp.

5. Afshan, S., & Gardner, L. (2013). The continuous strength method for structural stainless steel design. Thin-Walled Structures, 68, 42–49. https://doi.org/10.1016/j.tws.2013.02.011

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