Passive energy dissipation device for typical steel frame building in Iran
暂无分享,去创建一个
In order to achieve economical earthquake-resistant constructions building structures must be constructed to dissipate a large amount of seismic energy. Added damping and stiffness (ADAS) elements are designed to dissipate energy through the flexural yielding deformation of mild-steel plates. In this paper, recent research findings on the effectiveness of using steel plate welded as the added damping and stiffness (ADAS) device for earthquake-resistant structure on an interesting type of semi-rigid steel naming connection which is commonly used in Iran (including in seismic zone) are presented. Experimental results indicate that a properly designed (ADAS) device can sustain a large number of yielding reversals without any stiffness or strength degradation. A research program was under taken to investigate the behavioral aspect of a half scale model of the 4-story structure frame upgraded with ADAS elements and subjected to dynamic loads.
[1] Robert D. Hanson,et al. Influence of ADAS Element Parameters on Building Seismic Response , 1992 .
[2] James M. Kelly,et al. Comparative study of four passive energy dissipation systems , 1992 .
[3] Keh-Chyuan Tsai,et al. Steel Plate Energy Absorbers for Improved Earthquake Resistance , 1993 .
[4] T. T. Soong,et al. Viscoelastic Dampers as Energy Dissipation Devices for Seismic Applications , 1993 .