Severe loading assessment of modern and new proposed beam to column connections
The performance of two different steel beam to column connec-tions known as SidePlateTM and a new proposed connection by seismic loading and progressive collapse were investigated in this research. Seismic performance evaluated included consideration of interstory drift angles and flexural strengths...
Saved in:
Main Authors: | Faridmehr, Iman, Osman, Mohd. Hanim, Md. Tahir, Mahmood, Nejad, Ali Farokhi, Hodjati, Reza |
---|---|
Format: | Article |
Language: | English |
Published: |
Brazilian Association of Computational Mechanics
2015
|
Subjects: | |
Online Access: | http://eprints.utm.my/id/eprint/55496/1/MohdHanimOsman2015_SevereLoadingAssessmentofModernandNewProposed.pdf http://eprints.utm.my/id/eprint/55496/ http://dx.doi.org/10.1590/1679-78251286 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Severe loading assessment of modern and new proposed beam to column connections
by: Faridmehr, Iman, et al.
Published: (2015) -
Seismic and progressive collapse assessment of sideplate moment connection system
by: Faridmehr, Iman, et al.
Published: (2015) -
Structural performance of isolated steel beam-to-column connection
by: Faridmehr, Iman, et al.
Published: (2018) -
Energy absorption capacity of reinforced concrete beam-column connection with ductility classes low
by: Azimi, Mohammadamin, et al.
Published: (2014) -
An experimental investigation of stiffened cold-formed C-channels in pure bending and primarily shear conditions
by: Faridmehr, Iman, et al.
Published: (2015)