Open Access 
Downloads
Download data is not yet available.
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.
Author's Affiliation
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
Copyright Info
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. Science and Technology Development Journal, 6(9&10), 66-73. https://doi.org/https://doi.org/10.32508/stdj.v6i9&10.3363
Download Citation
Cited by
Article Statistics
HTML = 1166 times
Download PDF = 442 times
Total = 442 times
Download PDF = 442 times
Total = 442 times
Most read articles by the same author(s)
- Tran Tuan Kiet, Bui Cong Thanh, PLANE STEEL FRAME ANALYSIS WITH SEMI-RIGID CONNECTIONS Part 2: Plane Steel Frame Analysis With Semi-Rigid Connections , Science and Technology Development Journal: Vol 6 No 9&10 (2003)
