Structural behavior of steel slit damper in steel beam to column connection
ABSTRACTMost of the steel moment resisting frames, damage at the beam-to-column connections during seismic loads. Application of passive dampers in order to prevent damages to the main components of structure has been an interesting subject for many researchers recently. In this present study, perf...
Main Authors: | Omid Kohnehpooshi, Afrasyab Salem |
---|---|
Format: | Article |
Language: | fas |
Published: |
Iranian Society of Structrual Engineering (ISSE)
2020-03-01
|
Series: | Journal of Structural and Construction Engineering |
Subjects: | |
Online Access: | https://www.jsce.ir/article_66328_7e0ec448bbb87ae292f07f1a70ed4a73.pdf |
Similar Items
-
Seismic Performance of I-shaped Beam-column Joint with Cubical and Triangular Slit Dampers Based on Finite Element Analysis
by: Rzgar A. Mohammed, et al.
Published: (2022-03-01) -
Studi Respon Seismik Penggunaan Steel Slit Damper (SSD) pada Portal Baja
by: Lisa Ika Arumsari, et al.
Published: (2012-09-01) -
Mechanical Performance Study of Beam–Column Connection with U-Shaped Steel Damper
by: Chun-Xu Qu, et al.
Published: (2022-10-01) -
Steel Beam-to-Column Friction Joint under a Column Loss Scenario
by: Roberto Tartaglia, et al.
Published: (2024-03-01) -
Seismic Performance Evaluation of Reinforced Concrete Building Structure Retrofitted with Self-Centering Disc-Slit Damper and Conventional Steel Slit Damper
by: Asad Naeem, et al.
Published: (2024-03-01)