| | Study on Damping Reduction Factor for Buildings under Earthquake Ground Motions (Site not responding. Last check: 2007-11-06) |
 | | The issue will first be pointed out that the damping reduction factors adopted by those provisions are derived from the effects of viscous damping on displacement responses, but are used to reduce the design force of buildings. |
 | | Results of this study suggest that if the damping of structures comes from the hysteretic response of the building, the design force of the structures should be the inertial force and the damping reduction factors should be derived from the acceleration responses. |
 | | Otherwise, if the additional damping of structures comes from the added energy dissipation devices, the design force should be the restoring force and the damping reduction factors should be derived from the displacement responses. |
| www.pubs.asce.org /WWWdisplay.cgi?0300512 (280 words) |