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Abstract
Part 2 of this paper presents the Refined Plastic Hinge Method (an advanced analysis also) to analyze plane steel frame with semi-rigid connections. This method can predict accurately the combined nonlinear effects of geometry (using stability functions), meterial (using Column Research Council (CRC) tangent modulus and a parabolic function for gradual yielding), and connection (using three-parameters model) on the behavior and strength of semi-rigid frames. From that, by using VISUAL BASIC, a Plane Steel Frame Analysis With Semi-Rigid Connections Program was built up. Three examples were used to illustrate the program and make comparision between rigid frame and semi-rigid frame.
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Article Details
Issue: Vol 6 No 9&10 (2003)
Page No.: 74-85
Published: Oct 31, 2003
Section: Article
DOI: https://doi.org/10.32508/stdj.v6i9&10.3364
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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 2: Plane Steel Frame Analysis With Semi-Rigid Connections. Science and Technology Development Journal, 6(9&10), 74-85. https://doi.org/https://doi.org/10.32508/stdj.v6i9&10.3364
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