Seismic Interstory Drift Demands in Steel Friction Damped Braced Buildings
In the last 35 years, several researchers have proposed, developed and tested different friction devices for seismic control of structures. Their research has demonstrated that such devices are simple, economical, practical, durable and very effective. However, research on passive friction dampers,...
Main Author: | Peternell Altamira, Luis E. |
---|---|
Other Authors: | Fry, Gary T. |
Format: | Others |
Language: | en_US |
Published: |
2010
|
Subjects: | |
Online Access: | http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-689 http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-689 |
Similar Items
-
Development of A New Self-centring Low-damage Bracing System for Earthquake Resistant Structures Using Resilient Slip Friction Joints (RSFJs)
by: Yousef-beik, Seyed Mohamad Mahdi
Published: (2022) -
Seismic energy dissipation study of linear fluid viscous dampers in steel structure design
by: A. Ras, et al.
Published: (2016-09-01) -
Estimation of efficiency of damping parameters in seismic insulation systems
by: Yu.L. Rutman, et al.
Published: (2012-02-01) -
Effectiveness of friction dampers on the seismic behavior of high rise building VS shear wall system
by: Majd Armali, et al.
Published: (2019-12-01) -
Parameter optimization of damper-friction isolation systems using concave friction distribution
by: Biao Wei, et al.
Published: (2016-05-01)