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PLANE STEEL FRAME ANALYSIS WITH SEMI-RIGID CONNECTIONS Part 1: Connection Model

Tran Tuan Kiet 1
Bui Cong Thanh 2
Volume & Issue: Vol. 6 No. 9&10 (2003) | Page No.: 66-73 | DOI: 10.32508/stdj.v6i9&10.3363
Published: 2003-10-31

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Copyright The Author(s) 2023. This article is published with open access by Vietnam National University, Ho Chi Minh city, Vietnam. This article is distributed under the terms of the Creative Commons Attribution License (CC-BY 4.0) which permits any use, distribution, and reproduction in any medium, provided the original author(s) and the source are credited. 

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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