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Abstract
This paper presents the three-parameters model of Kishi-Chen that describes simply and exactly the moment-rotation relationship of semi-rigid connections. From that, by using MATLAB, a three-parameters extimating program was realized. Two examples were used to illustrate the program. The output data will be used in the Plane steel frame analysis with semi-rigid connections program at Part 2 of this paper.
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Article Details
Issue: Vol 6 No 9&10 (2003)
Page No.: 66-73
Published: Oct 31, 2003
Section: Article
DOI: https://doi.org/10.32508/stdj.v6i9&10.3363
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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
Tuan Kiet, T., & Cong Thanh, B. (2003). PLANE STEEL FRAME ANALYSIS WITH SEMI-RIGID CONNECTIONS Part 1: Connection Model. VNUHCM Journal of Science and Technology Development, 6(9&10), 66-73. https://doi.org/https://doi.org/10.32508/stdj.v6i9&10.3363
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