New design equations for assessment of load carrying capacity of castellated steel beams: a machine learning approach-Reference-Cited by-同舟云学术

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New design equations for assessment of load carrying capacity of castellated steel beams: a machine learning approach

Published:2012-09-13 Issue:1 Volume:23 Page:119-131
ISSN:0941-0643
Container-title:Neural Computing and Applications
language:en
Short-container-title:Neural Comput & Applic

Author:

Aminian Pejman,Niroomand Hadi,Gandomi Amir Hossein,Alavi Amir Hossein,Arab Esmaeili Milad

Publisher

Springer Science and Business Media LLC

Subject

Artificial Intelligence,Software

Link

http://link.springer.com/content/pdf/10.1007/s00521-012-1138-4.pdf

Reference47 articles.

1. Zirakian T, Showkati H (2006) Distortional buckling of castellated beams. J Const Steel Res 65:863–871

2. Amayreh L, Saka MP (2005) Failure load prediction of castellated beams using artificial neural networks. Asian J Civ Eng 6(1–2):35–54

3. Gandomi AH, Tabatabaie SM, Moradian MH, Radfar A, Alavi AH (2011) A new prediction model for load capacity of castellated steel beams. J Constr Steel Res 67(7):1096–1105

4. Kerdal D, Nethercot DA (1984) Failure modes for castellated beams. J Constr Steel Res 4:295–315

5. Knowles PR (1991) Castellated beams. Proc Inst Civ Eng Part 1 90:521–536

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