The paper aims to analyze the plastic frame elasticity with a beam-column joint which is a nonlinear semi-rigid linkage, an ideal plastic elastic material model; set up the elastic elastic equation, using the Newmark method to solve the differential equations of oscillating equations with Newton-Raphson iterative method of improvement and programming to determine the internal force and the movement of the frame by the programming language MATLAB program; limit the scope of research on structural problems subject to earthquake load described by acceleration diagram.
CITATION STYLE
Nguyen, H. S., Pham, T. T., Tran, V. Q., & Nguyen, Q. H. (2019). Nonlinear analysis of flat steel frame semi rigid connection subjected to dynamic loads. International Journal of Innovative Technology and Exploring Engineering, 8(10), 3061–3065. https://doi.org/10.35940/ijitee.J9506.0881019
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