Experimental Study and Numerical Simulation of Plane Steel Frame with Rubberized Connecting Technology Subjected to Seismic Effect
This paper represents experimental and numerical study the behavior of the rubberized steel frame connections. One single-bay, one-story without elastic buckling are cyclically tested. The experimental specimens are simulated and analyzed by the ABAQUS program. Four specimens of steel plane portal f...
Main Authors: | Suhaib J. Ali, Amer M. Ibrahim, Sarmad Shafeeq |
---|---|
Format: | Article |
Language: | English |
Published: |
Unviversity of Technology- Iraq
2021-03-01
|
Series: | Engineering and Technology Journal |
Subjects: | |
Online Access: | https://etj.uotechnology.edu.iq/article_168122_3cea28899797db29a2d8e91bdca83948.pdf |
Similar Items
-
Investigation on the Seismic Performance of High-Strength Bolt-Rubber (HSBR) Connection in a Steel Frame
by: Teeba Ali, et al.
Published: (2021-06-01) -
Development of Steel Structure with Rigid Connection Subjected to Horizontal Cyclic Load By Using Rubber Washer
by: Qader A. Mohammed, et al.
Published: (2022-03-01) -
Seismic Design of Steel Frames with Protected Connections
by: Luigi Palizzolo, et al.
Published: (2024-09-01) -
Effect of lead rubber bearing on seismic response of regular and irregular frames in elevation
by: Esra Mete Güneyisi, et al.
Published: (2020-11-01) -
Experimental and Parametric Study on Seismic Behavior of Steel Frame with ALC Panels
by: Kewei Ding, et al.
Published: (2022-11-01)