Passive energy dissipation device for typical steel frame building in Iran
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 thi...
Gespeichert in:
Veröffentlicht in: | Engineering structures 2001-06, Vol.23 (6), p.643-655 |
---|---|
1. Verfasser: | |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
Zusammenfassung: | 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. |
---|---|
ISSN: | 0141-0296 1873-7323 |
DOI: | 10.1016/S0141-0296(00)00082-1 |