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M. Tehranizadeh, "Numerical Analysis and Testing of the ADAS Device for Seismic Response Control of Steel Structures", in G. De Roeck, B.H.V. Topping, (Editors), "Identification, Control and Optimisation of Engineering Structures", Civil-Comp Press, Edinburgh, UK, pp 29-39, 2000. doi:10.4203/ccp.72.2.2

Abstract

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 flextural 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 framing connection which is commonly used in Iran (including in seismic zone) are presented. Experimental results indicate that a properly (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 four-story structure frame upgraded with ADAS elements and subjected to dynamic loads.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 72 IDENTIFICATION, CONTROL AND OPTIMISATION OF ENGINEERING STRUCTURES Edited by: G. De Roeck and B.H.V. Topping Paper II.2 Numerical Analysis and Testing of the ADAS Device for Seismic Response Control of Steel Structures M. Tehranizadeh Department of Civil Engineering, Amirkabir University of Technology, Tehran, Iran doi:10.4203/ccp.72.2.2 purchase the full-text of this paper Full Bibliographic Reference for this paper M. Tehranizadeh, "Numerical Analysis and Testing of the ADAS Device for Seismic Response Control of Steel Structures", in G. De Roeck, B.H.V. Topping, (Editors), "Identification, Control and Optimisation of Engineering Structures", Civil-Comp Press, Edinburgh, UK, pp 29-39, 2000. doi:10.4203/ccp.72.2.2 Abstract 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 flextural 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 framing connection which is commonly used in Iran (including in seismic zone) are presented. Experimental results indicate that a properly (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 four-story structure frame upgraded with ADAS elements and subjected to dynamic loads. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £50 +P&P)
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