The Effect of Easy-Going Steel on KBF's Seismic Behavior
The knee bracing steel frame (KBF) is a new type of energy dissipating frame which enjoys exceptional ductility and lateral stiffness. Rather than the beam-column joint, one end of the diagonal brace in KBF is attached to the knee element. Indeed, the knee element as a hysteretic damper is designed...
Main Authors: | Mussa Mahmoudi, Asghar Vatani Oskouie, Amin Havaran |
---|---|
Format: | Article |
Language: | English |
Published: |
University of Tehran Press
2013-06-01
|
Series: | Civil Engineering Infrastructures Journal |
Subjects: | |
Online Access: | http://ceij.ut.ac.ir/article_39475_d043e11d86ffaa9383a5e416be05adad.pdf |
Similar Items
-
The Seismic Investigation of Off-Diagonal Steel Braced RC Frames
by: Ramin Keyvan, et al.
Published: (2018-09-01) -
Investigating the Effect of the Number of End-Panel Studs on the Seismic Properties of Cold-Formed Light-Steel Shear-Panel Braces
by: Tafti Mohammad Reza Javaheri, et al.
Published: (2013-06-01) -
Seismic Behavior Factors of Steel Frames Braced with Viscoelastic Damping System
by: Besan Alagawani, et al.
Published: (2016-12-01) -
Altitudinal Distribution Pattern of Earthquake Load for Moment Resisting Frames Considering Nonlinear Behavior of Members
by: Mussa Mahmoudi, et al.
Published: (2016-03-01) -
Redundancy Factors for the Seismic Design of Ductile Reinforced Concrete Chevron Braced Frames
by: Eber Alberto Godínez-Domínguez, et al.