ANALYSIS OF A CANTILEVER COLUMN SUBJECTED TO CYCLIC LOADING

Author:
Tran Tuan Nam

Doi: 10.26480/jtin.02.2021.38.39

This is an open access article distributed under the Creative Commons Attribution License CC BY 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited

In a seismic incident, the structural steel columns are commonly damaged with local buckling formulation at either the top or bottom ends. This study analyzes and simulates the hysteretic behavior of a hollow square steel column under cyclic loading by adopting the fiber-element approach. This method discretizes the hinge zone into a series of fibers and considers buckling behavior of those fibers along the column wall. The analytical result was achieved in good agreement with the component test.

Pages 38-39
Year 2021
Issue 2
Volume 1