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Abstract
Among the methods for structures analysis, the Finite Element Method (FEM) is widely used and provides solutions with a high accuracy. However, it is also necessary to find more reliable and simple methods for solving different specific problems. In this paper, the authors propose the method called Modified Discrete Element Method (DEM) to analyze the internal forces of steel beams, plane frames. Based on this method, the program KHUNGPHANG developed in Matlab 6.0 was built up to investigate a number of examples. Numerical results obtained shown the Modified Discrete Element Method is simple to use and effectiv.
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Article Details
Issue: Vol 9 No 8 (2006)
Page No.: 53-64
Published: Aug 31, 2006
Section: Article
DOI: https://doi.org/10.32508/stdj.v9i8.2935
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Copyright: The Authors. This is an open access article distributed under the terms of the Creative Commons Attribution License CC-BY 4.0., which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
How to Cite
Cong Chi, N., & Hien Luong, N. (2006). PLANE FRAME ANALYSIS BY MODIFIED DISCRETE ELEMENT METHOD USING DISPLACEMENT MODEL. VNUHCM Journal of Science and Technology Development, 9(8), 53-64. https://doi.org/https://doi.org/10.32508/stdj.v9i8.2935
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