The effects of the depth of web on the bending behaviour of triangular web profile steel beam section-Reference-Cited by-同舟云学术

The effects of the depth of web on the bending behaviour of triangular web profile steel beam section

Published:2017 Issue: Volume: Page:
ISSN:0094-243X
Container-title:AIP Conference Proceedings
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Author:

De’nan Fatimah,Keong Choong Kok,Hashim Nor Salwani

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Link

http://aip.scitation.org/doi/pdf/10.1063/1.5005653

Reference26 articles.

1. A. B. Clarke and S. H. Coverman (1987) Structural Steel Work, London, Taylor and Francis.

2. LUSAS Modeller (2006). Finite Element Analysis Ltd., Version 14.0-3.

3. F. Usman (2001) “Shear Buckling of Trapezoidal Web Plate”, MEngineering Dissertation. Universiti Teknologi Malaysia.

4. M. M. Tahir, A. Sulaiman and A. Saggaff. (2008) “Structural Behaviour of Trapezoidal Web Profiled Steel Beam Section using Partial Strength Connection”, Steel Technology Centre, Universiti Teknologi Malaysia.

5. H. Atan (2001) “Flexural Behaviour of Trapezoidal Web Profile”, MEngineering Dissertation. Universiti Teknologi Malaysia.

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