Nonlinear Analysis of Flat Steel Frame Semi rigid Connection Subjected to Dynamic Loads | Zendy

Nguyễn Hồng Sơn | Zendy; Trung T. Pham | Zendy; Van Quan Tran | Zendy; Quang Hung Nguyen | Zendy

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Nonlinear Analysis of Flat Steel Frame Semi rigid Connection Subjected to Dynamic Loads

Author(s) -

Nguyễn Hồng Sơn,

Trung T. Pham,

Van Quan Tran,

Quang Hung Nguyen

Publication year - 2019

Publication title -

international journal of innovative technology and exploring engineering

Language(s) - English

Resource type - Journals

ISSN - 2278-3075

DOI - 10.35940/ijitee.j9506.0881019

Subject(s) - nonlinear system , structural engineering , matlab , newton's method , newmark beta method , differential equation , iterative method , frame (networking) , computer science , mathematics , engineering , mathematical analysis , mathematical optimization , finite element method , physics , telecommunications , quantum mechanics , operating system

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.

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