Seismic Performance of I-shaped Beam-column Joint with Cubical and Triangular Slit Dampers Based on Finite Element Analysis

From the layout of a metallic structure`s beam-column connection w, while the seismic design is inside the dissipative method, precise contributors and zones ought to admit the growth of plastic deformation, and many metallic second resisting frames fail on the beam-column joints. This examines desi...

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Bibliographic Details
Main Authors: Rzgar A. Mohammed, Adnan Latiff Saifaddin, Hersh F. Mahmood, Nabard Habibi
Format: Article
Language:English
Published: Engiscience Publisher 2022-03-01
Series:Journal of Studies in Science and Engineering
Subjects:
Online Access:https://engiscience.com/index.php/josse/article/view/20